FOR THE COLUMN and MIDDLE

STRIP MOMENT

Positive factored moment

=0.35(116835.66) = +40892.48 N-m
Distribute these moments to beam and
column strips:

SLAB 1 (two way slab)

Dead Loads:

(Exterior beam)

Weight of slab
(

=
Floor finishes
Ceilings
Movable partitions

( )

= 0.77 kPa
= 0.72 kPa
= 1.00 kPa
DL = 6.02 kPa

*(

)(

Live Load:
Offices = 2.4 kPa

Moment for the long span direction

centered on the exterior beam:
(

)(

)+

C= 3845812500 mm4
Then,
(

)
(

Percentage of exterior negative moment,

from table 4, by interpolation:

)( )

)( )

)(

X = 83.4%

INTERIOR SPAN

Column strip = 0.834(-75943.18)

= -6336.61 N-m
Beam = 0.85(-6336.61)
= -53836.12 N-m
Slab = 0.15(-6336.61)
=- 9500.49 N-m

Negative factored moment

=0.65(116835.66) = -75943.18 N-m

Middle strip = -(75943.18-63336.61)

= -12606.57 N-m

Mo = 116835.66 N-m
Distribute static moment into negative and
positive value:

Percentage of positive Exterior Moment:

X = 83.4%

Percentage of exterior negative moment,

from table 3, by interpolation:

Column strip = 0.834(+40892.48)

= +34104.33 N-m
Beam = 0.85(+34104.33)
= +28988.68 N-m
Slab = 0.15(+34104.33)
= +5115.65 N-m
Middle strip = +(40892.48-34104.33)
= +6788.15 N-m
Moment for the long span direction
centered in the interior column line:

X = 83.4%
Column strip = 0.834(-141980.73)
= -118411.93 N-m
Beam = 0.85(-118411.93)
= -100650.14 N-m
Slab = 0.15(-118411.93)
=- 17761.79 N-m
Middle strip = -(141980.73-118411.93)
= -23568.8 N-m
Percentage of positive moment, from table
5, by interpolation:
X = 83.4%

Column strip = 0.834(+76451.16)

= +63760.27 N-m
Beam = 0.85(+76451.16)
= +54196.23 N-m
Slab = 0.15(+76451.16)
= +9564.04 N-m

)( )

)( )

)(

Middle strip = +(76451.16-63760.27)

= +12690.89 N-m
Moment for the short span direction:

Mo = 218431.89 N-m
Distribute static moment into negative and
positive value:
INTERIOR SPAN
Negative factored moment
=0.65(218431.89) = -141980.73N-m
Positive factored moment
=0.35(218431.89) = +76451.16 N-m
Distribute these moments to beam and
column strips:

(6m interior span beam)

( )

)( )

Mo = 150096 N-m

)( )

Distribute static moment into negative and

positive value:
END SPAN
Interior negative factored moment
=0.70(150096) = -105067.2 N-m
Positive factored moment
=0.57(150096) = +85554.72 N-m
Exterior negative factored moment
=0.16(150096) = -24015.36 N-m

Column strip = 0.6315(-24015.36)

= -15165.7 N-m
Beam = 0.85(-15165.7)
= -12890.845 N-m
Slab = 0.15(-15165.7)
=-8849.66 N-m
Middle strip = -(24015.36-15165.7)
= -8849.66 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

Distribute these moments to beam and

column strips:

(4.3m interior span beam)

X = 63.15%
(4.3m interior span beam)
( )
( )

)
(

> 1.0
)

> 1.0

Percentage of interior negative moment,

from table 3, by interpolation:

X = 63.15%
Column strip = 0.6315(-105067.2)
= -66349.94 N-m
Beam = 0.85(-105067.2)
= -56397.45 N-m
Slab = 0.15(-105067.2)
=-9952.49 N-m
Middle strip = -(105067.2-66349.94)
= -38717.26 N-m
Percentage of exterior negative moment,
from table 4, by interpolation:

X = 63.15%

Column strip = 0.6315(+85554.72)

= +54027.81 N-m
Beam = 0.85(+54027.81)
= +45923.64 N-m
Slab = 0.15(+54027.81)
= +8104.17 N-m
Middle strip = +(85554.72-54027.81)
= +31526.91 N-m

SLAB 2 (two way slab)

Percentage of interior negative factored

moment, from table 3, by interpolation:

Dead load: DL = 6.02 kPa

Live Load: LL = 3.8 kPa

)
X = 83.4%

Moment for the long span directioN:

Column strip = 0.834(-168996.57)

= -140943.14 N-m
Beam = 0.85(-140943.14)
= -119801.67 N-m
Slab = 0.15(-140943.14)
=- 21141.47 N-m
Middle strip = -(168996.57 -140943.14)
= -28053.43 N-m
Percentage of positive factored moment,
from table5, by interpolation:

X = 83.4%

)( )

)(

Column strip = 0.834(+90998.16)

= +75892.47 N-m
Beam = 0.85(+75892.47)
= +64508.60 N-m
Slab = 0.15(+75892.47)
= +11383.87 N-m

Mo = 259994.73 N-m
Distribute static moment into negative and
positive value:
INTERIOR SPAN
Negative factored moment
=0.65(259994.73) = -168996.57 N-m
Positive factored moment
=0.35(259994.73) = +90998.16 N-m
Distribute these moments to beam and
column strips:

(6m interior beam)

( )

Middle strip = +(90998.16-75892.47)

= +15015.69 N-m

 Moment for the short span direction:

= -62333.75 N-m
Slab = 0.15(-73333.82)
= -11000.07 N-m
Middle strip = -(116126.4-73333.82)
= -42972.58 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%
Column strip = 0.6315(+62529.6)
= +39487.44 N-m
Beam = 0.85(+39487.44)
= +33564.32 N-m
Slab = 0.15(+39487.44)
= +5923.12 N-m
Middle strip = +(62529.6-39487.44)
= +23042.16 N-m
(

)( )

)( )

Mo = 178656 N-m
Distribute static moment into negative and
positive value:
INTERIOR SPAN
Negative factored moment
=0.65(178656)= -116126.4 N-m
Positive factored moment
=0.35(178656)= +62529.6 N-m
Distributed these moments to beam and
column strips:

(4.3m interior span beam)

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%
Column strip = 0.6315(-116126.4)
= -73333.82 N-m
Beam = 0.85(-73333.82)

SLAB 3 (two way slab)

Dead load: DL = 6.02 kPa
X = 83.4%

Live Load: LL = 2.4 kPa

Moment for the long span direction:

Column strip = 0.834(-141980.73)

= -118411.93 N-m
Beam = 0.85(-118411.93)
= -100650.14 N-m
Slab = 0.15(-118411.93)
= -17761.79 N-m
Middle strip = -(141980.73 -118411.93)
= -23568.8 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 83.4%

Column strip = 0.834(+76451.16)

= +63760.27 N-m
Beam = 0.85(+63760.27)
= +54196.23 N-m
Slab = 0.15(+63760.27)
= +9564.04 N-m

)( )

)(

Mo = 218431.89 N-m

Middle strip = +(76451.16-63760.27)

= +12690.89 N-m
Moment for the short span direction:

Distribute static moment into negative and

positive value:
INTERIOR SPAN
Negative factored moment
=0.65(218431.89) = -141980.73 N-m
Positive factored moment
=0.35(218431.89) = +76451.16 N-m
Distribute these moments to beam and
column strips:

(6m interior beam)

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

)( )

Mo = 150096 N-m

)( )

Distribute static moment into negative and

positive value:
INTERIOR SPAN
Negative factored moment
=0.65(150096)= -97562.4 N-m
Positive factored moment
=0.35(150096)= +52533.6 N-m
Distribute these moments to beam and
column strips:

(4.3 m interior span beam)

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%
Column strip = 0.6315(-97562.4)
= -61610.66 N-m
Beam = 0.85(-61610.66)
= -52369.06 N-m
Slab = 0.15(-61610.66)
= -9241.6 N-m
Middle strip = -(97562.4 -61610.66)
= -35951.74 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%
Column strip = 0.6315(+52533.6)
= +33174.97 N-m
Beam = 0.85(+33174.97)
= +28198.72 N-m
Slab = 0.15(+33174.97)
= +4976.25 N-m
Middle strip = +(52533.6-33174.97)
= +19538.63 N-m

SLAB 4 (two way slab)

Dead load: DL = 6.02 kPa
Live Load: LL = 2.4 kPa

*(

Moment for the long span direction:

)(

)(

)+

C= 3086437500 mm4
Then,
(

Percentage of interior negative factored

moment, from table 3, by interpolation:
(

)( )

)(

Mo = 218431.89 N-m
Distribute static moment into negative and
positive value:
END SPAN
Interior negative factored moment
=0.70(218431.89) = -152902.32 N-m
Positive factored moment
=0.57(218431.89) = +124506.18 N-m
Exterior negative factored moment
=0.16(218431.89) = -34949.10 N-m
Distribute these moments to beam and
column strips:

( )

X = 83.4%
Column strip = 0.834(-152902.32)
= -127520.53 N-m
Beam = 0.85(-127520.53)
= -108392.45 N-m
Slab = 0.15(-127520.53)
=- 19128.08 N-m
Middle strip = -(152902.32 -127520.53)
= -25381.79 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 83.4%
Column strip = 0.834(+124506.18)
= +103838.15 N-m
Beam = 0.85(+103838.15)
= +88262.43 N-m
Slab = 0.15(+15575.72)
= +15575.72 N-m
Middle strip = +(124506.18-103838.15)
= +20668.03 N-m

Percentage of exterior negative factored

moment from table 4, by interpolation:

Distribute static moment into negative and

positive value:
INTERIOR SPAN
Negative factored moment
=0.65(150096)= -97562.4 N-m
Positive factored moment
=0.35(150096)= +52533.6 N-m
Distribute these moments to beam and
column strips:

X = 83.4%

(4.3m interior beam)

( )
X2 = 91.5%
Column strip = 0.915(-34949.10)
= -31978.43 N-m
Beam = 0.85(-31978.43)
= -27181.67 N-m
Slab = 0.15(-31978.43)
= -4796.76 N-m
Middle strip = -(34949.10-31978.43)
= -2970.67 N-m
Moment for the short span direction
centered in the interior column line:

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%
Column strip = 0.6315(-97562.4)
= -61610.66 N-m
Beam = 0.85(-61610.66)
= -52369.06 N-m
Slab = 0.15(-61610.66)
= -9241.6 N-m
Middle strip = -(97562.4-61610.66)
= -35951.74 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%
Column strip = 0.6315(+52533.6)
= +23174.97 N-m
Beam = 0.85(+23174.97)
= +28198.72 N-m
Slab = 0.15(+23174.97)
= +4976.25 N-m

)( )

Mo = 150096 N-m

)( )

Middle strip = +(52533.6-23174.97)

= +19358.63 N-m

 Moment for the short span direction

centered on the exterior beam:

X = 63.15%

X2 = 81.13%
Column strip = 0.8113(-51220.26)
= -41554.997 N-m
Beam = 0.85(-41554.997)
= -35321.75 N-m
Slab = 0.15(-41554.997)
= -6233.25 N-m
Middle strip = -(51220.26-41554.997)
= -9665.26 N-m
Percentage of positive factored moment,
from table 5, by interpolation:
(

)( )

)( )

Mo = 78800.4 N-m

x = 63.15%

Distribute static moment into negative and

positive value:

Column strip = 0.6315(+27580.14)

= +17416.86 N-m
Beam = 0.85(+17416.86)
= +14804.33 N-m
Slab = 0.15(+17416.86)
= +2612.53 N-m

INTERIOR SPAN
Negative factored moment
=0.65(78800.4)= -51220.26 N-m
Positive factored moment
=0.35(78800.4)= +27580.14 N-m
Distribute these moments to beam and
column strips:

(4.3m interior beam)

( )

Percentage of exterior negative factored

moment, from table 4, by interpolation:

Middle strip = +(27580.14-17416.86)

= +10163.28 N-m

SLAB 5 (two way slab)

Percentage of interior negative factored

moment, from table 3, by interpolation:

Dead load: DL = 6.02kPa

Live Load: LL = 3.8 kPa

)
X = 83.4%

Moment for the long span direction:

Column strip = 0.834(-181996.31)

= -151784.92 N-m
Beam = 0.85(-151784.92)
= -129017.18 N-m
Slab = 0.15(-151784.92)
=- 22767.74 N-m
Middle strip = -(181996.31 -151784.92)
= -30211.39 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

)
X = 83.4%

)( )

)(

Mo = 259994.73 N-m
Distribute static moment into negative and
positive value:

Column strip = 0.834(+148196.996)

= +123596.29 N-m
Beam = 0.85(+123596.29)
= +105056.85 N-m
Slab = 0.15(+123596.29)
= +18539.44 N-m
Middle strip = +(148197.0-123596.29)
= +24600 N-m
Percentage of exterior negative factored
moment from table 4, by interpolation:

END SPAN
Interior negative factored moment
=0.70(259994.73) = -181996.31 N-m
Positive factored moment
=0.57(259994.73) = +148196.996 N-m
Exterior negative factored moment
=0.16(259994.73) = -41599.16 N-m
Distribute these moments to beam and
column strips:

( )

X = 83.4%

)
X2 = 91.5%

Column strip = 0.915(-41599.16)

= -38063.23 N-m
Beam = 0.85(-38063.23)
= -32353.75 N-m
Slab = 0.15(-38063.23)
= -5709.48 N-m

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%
Middle strip = -(41599.16 -38063.23)
= -3535.93 N-m
Moment for the short span direction
centered in the interior column line:

Column strip = 0.6315(-116126.4)

= -73333.82 N-m
Beam = 0.85(-73333.82)
= -62333.75 N-m
Slab = 0.15(-73333.82)
= -11000.07 N-m
Middle strip = -(116126.4-73333.82)
= -42792.58 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%
Column strip = 0.6315(+62529.6)
= +39487.44 N-m
Beam = 0.85(+39487.44)
= +33564.32 N-m
Slab = 0.15(+39487.44)
= +5923.12 N-m
(

)( )

)( )

Middle strip = +(62529.6 -39487.44)

= +23042.16 N-m

Mo = 178656 N-m
Distribute static moment into negative and
positive value:
INTERIOR SPAN
Negative factored moment
=0.65(178656)= -116126.4 N-m
Positive factored moment
=0.35(178656)= +62529.6 N-m
Distribute these moments to beam and
column strips:

(4.3m interior beam)

( )

 Moment for the short span direction

centered on the exterior beam:

X = 63.15%

X2 = 81.13%
Column strip = 0.8113(-60966.36)
= -49462.01 N-m
Beam = 0.85(-49462.01)
= -42042.71 N-m
Slab = 0.15(-49462.01)
= -7419.30 N-m
Middle strip = -(60966.36 -49462.01)
= -11504.35 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

)( )

)( )

Mo =93794.4 N-m

x = 63.15%

Distribute static moment into negative and

positive value:

Column strip = 0.6315(+32828.04)

= +20730.91 N-m
Beam = 0.85(+20730.91)
= +17621.27 N-m
Slab = 0.15(+20730.91)
= +3109.64 N-m

INTERIOR SPAN
Negative factored moment
=0.65(93794.4)= -60966.36 N-m
Positive factored moment
=0.35(93794.4)= +32828.04 N-m
Distribute these moments to beam and
column strips:

(4.3m interior beam)

( )

Percentage of exterior negative factored

moment, from table 4, by interpolation:

Middle strip = +(32828.04-20730.91)

= +12097.13 N-m

SLAB 6 (two way slab)

Dead load: DL = 6.02 kPa

Percentage of interior negative factored

moment, from table 3, by interpolation:

Live Load: LL = 2.4 kPa

Moment for the long span direction

centred on the exterior beam:

X = 83.4%
Column strip = 0.834(-81784.96)
= -68208.66 N-m
Beam = 0.85(-68208.66)
= -57977.36 N-m
Slab = 0.15(-68208.66)
=- 10231.30 N-m
Middle strip = -(81784.96-68208.66)
= -13576.3 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

)
X = 83.4%

)( )

)(

Mo = 116835.66 N-m
Distribute static moment into negative and
positive value:

Middle strip = +(66596.33-55541.34)

= +11054.99 N-m
Percentage of exterior negative factored
moment from table 4, by interpolation:

END SPAN
Interior negative factored moment
=0.70(116835.66) = -81784.96 N-m
Positive factored moment
=0.57(116835.66) = +66596.33 N-m
Exterior negative factored moment
=0.16(116835.66) = -18693.71 N-m
Distribute these moments to beam and
column strips:

( )

Column strip = 0.834(+66596.33)

= +55541.34 N-m
Beam = 0.85(+55541.34)
= +47210.14 N-m
Slab = 0.15(+55541.34)
= +8331.2 N-m

X = 83.4%
Column strip = 0.834(-18693.71)
= -15590.55 N-m
Beam = 0.85(-15590.55)
= -13251.97 N-m
Slab = 0.15(-15590.55)
= -2338.58 N-m
Middle strip = -(18693.71-15590.55)
= -3103.16 N-m

 Moment for the long span direction

centred on the interior beam:
X = 83.4%
Column strip = 0.834(-152902.32)
= -127520.53 N-m
Beam = 0.85(-127520.53)
= -108392.45 N-m
Slab = 0.15(-127520.53)
=- 19128.08 N-m
Middle strip = -(152902.32-127520.53)
= -25381.79 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

)
X = 83.4%

)( )

)(

Mo = 218431.89 N-m
Distribute static moment into negative and
positive value:

Middle strip = +(124506.18-103838.15)

= +20668.03 N-m
Percentage of exterior negative factored
moment from table 4, by interpolation:

END SPAN
Interior negative factored moment
=0.70(218431.89) = -152902.32 N-m
Positive factored moment
=0.57(218431.89) = +124506.18 N-m
Exterior negative factored moment
=0.16(218431.89) = -34949.10 N-m
Distribute these moments to beam and
column strips:

( )

Column strip = 0.834(+124506.18)

= +103838.15 N-m
Beam = 0.85(+103838.15)
= +88262.43 N-m
Slab = 0.15(+103838.15)
= +15575.72 N-m

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 83.4%
Column strip = 0.834(-34949.10)
= -29147.55 N-m
Beam = 0.85(-29147.55)
= -24775.42 N-m
Slab = 0.15(-29147.55)
= -4372.13 N-m
Middle strip = -(34949.10-29147.55)
= -5801.55 N-m

 Moment for the short span direction

centered on the exterior beam line:

Column strip = 0.6315(-55160.28)

= -34833.72 N-m
Beam = 0.85(-34833.72)
= -29608.66 N-m
Slab = 0.15(-34833.72)
= -5225.06 N-m
Middle strip = -(55160.28-34833.72)
= -20326.56 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%

)( )

)( )

Column strip = 0.6315(+44916.23)

= +28364.6 N-m
Beam = 0.85(+28364.6)
= +24109.91 N-m
Slab = 0.15(+28364.6)
= +4254.69 N-m

Mo = 78800.4 N-m

Middle strip = +(44916.23-28364.6)

= +16551.63 N-m

Distribute static moment into negative and

positive value:

Percentage of exterior negative factored

moment, from table 4, by interpolation:

END SPAN

x= 81.13%

Interior negative factored moment

=0.70(78800.4) = -55160.28 N-m
Positive factored moment
=0.57(78800.4) = +44916.23 N-m
Exterior negative factored moment
=0.16(78800.4) = -12608.06 N-m

Column strip = 0.8113(-12608.06)

= -10228.92 N-m
Beam = 0.85(-10228.92)
= -8694.58 N-m
Slab = 0.15(-10228.92)
= -1534.34 N-m

Distribute these moments to beam and

column strips:

Middle strip =- (12608.06-10228.92)

= -2379.14 N-m

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%

 Moment for the short span direction:

Column strip = 0.6315(-105067.2)

= -66349.94 N-m
Beam = 0.85(-66349.94)
= -56397.45 N-m
Slab = 0.15(-66349.94)
= -9952.49 N-m
Middle strip = -(105067.2-66349.94)
= -38717.26 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

x = 63.15%

)( )

)( )

Column strip = 0.6315(+85554.72)

= +54027.81 N-m
Beam = 0.85(+54027.81)
= +45923.64 N-m
Slab = 0.15(+54027.81)
= +8104.17 N-m
Middle strip = +(85554.72 -54027.81)
= +31526.91 N-m

Mo =150096 N-m
Distribute static moment into negative and
positive value:

Percentage of exterior negative factored

moment, from table 4, by interpolation:

END SPAN
x = 81.13%
Interior negative factored moment
=0.70(150096) = -105067.2 N-m
Positive factored moment
=0.57(150096) = +85554.72 N-m
Exterior negative factored moment
=0.16(150096) = -24015.36 N-m
Distribute these moments to beam and
column strips:

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%

Column strip = 0.8113(-24015.36)

= -19483.66 N-m
Beam = 0.85(-19483.66)
= -1656.11 N-m
Slab = 0.15(-19483.66)
= -2922.55 N-m
Middle strip = -(24015.36 -19483.66)
= -4531.7 N-m

SLAB 7 (two way slab)

Dead load: DL = 6.02 kPa

Percentage of interior negative factored

moment, from table 3, by interpolation:

Live Load: LL = 4.8 kPa

Moment for the long span direction

centred on the exterior beam:

X = 83.4%
Column strip = 0.834(-108642.5)
= -90457.73 N-m
Beam = 0.85(-90457.73)
= -76889.07 N-m
Slab = 0.15(-90457.73)
= -13568.66 N-m
Middle strip = -(108642.5-90457.73)
= -18004.77 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 83.4%
Column strip = 0.834(+88319.47)
= +73658.44 N-m
Beam = 0.85(+73658.44)
= +62609.67 N-m
Slab = 0.15(+73658.44)
= +11048.77 N-m

)( )

)(

Mo = 154946.43 N-m
Distribute static moment into negative and
positive value:

Percentage of exterior negative factored

moment from table 4, by interpolation:

END SPAN
Interior negative factored moment
=0.70(154946.43) = -108462.5 N-m
Positive factored moment
=0.57(154946.43) = +88319.47 N-m
Exterior negative factored moment
=0.16(154946.43) = -24791.43 N-m
Distribute these moments to beam and
column strips:

( )

Middle strip = +(88319.47-73658.44)

= +14661.03 N-m

X = 83.4%
Column strip = 0.834(-24791.43)
= -20676.05 N-m
Beam = 0.85(-20676.05)
= -17574.64 N-m
Slab = 0.15(-20676.05)
= -3101.41 N-m
Middle strip = -(24791.43-20676.05)
= -4115.38 N-m

 Moment for the long span direction

centred on the interior beam:
X = 83.4%
Column strip = 0.834(-202777.72)
= -169116.62 N-m
Beam = 0.85(-169116.62)
= -143749.13 N-m
Slab = 0.15(-169116.62)
=- 25367.49 N-m
Middle strip = -(202777.72 -169116.62)
= -33661.1 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 83.4%

)( )

)(

Mo = 289682.46 N-m
Distribute static moment into negative and
positive value:
END SPAN
Interior negative factored moment
=0.70(289682.46) = -202777.72 N-m
Positive factored moment
=0.57(289682.46) = +165119.00 N-m
Exterior negative factored moment
=0.16(289682.46) = -46349.19 N-m
Distribute these moments to beam and
column strips:

Column strip = 0.834(+165119)

= +137709.25 N-m
Beam = 0.85(+137709.25)
= +117052.86 N-m
Slab = 0.15(+137709.25)
= +20656.39 N-m
Middle strip = +(165119)- 137709.25)
= +27409.75 N-m
Percentage of exterior negative factored
moment from table 4, by interpolation:

X = 83.4%
Column strip = 0.834(-46349.19)
= -38655.22 N-m
Beam = 0.85(-38655.22)
= -32856.94 N-m
Slab = 0.15(-38655.22)
= -5798.28 N-m
Middle strip = -(46349.19-38655.22)
= -7693.97 N-m

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

 Moment for the short span direction

centered on the exterior beam line:

Column strip = 0.6315(-73153.08)

= -46196.17 N-m
Beam = 0.85(-46196.17)
= -39266.74N-m
Slab = 0.15(-46196.17)
= -6929.43 N-m
Middle strip = -(73153.08 -46196.17)
= -26956.91 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

X = 63.15%

)( )

)( )

Middle strip = +(59567.51 -37616.88)

= +21950.63 N-m

Mo = 104504.4 N-m
Distribute static moment into negative and
positive value:
END SPAN

Distribute these moments to beam and

column strips:

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%

Percentage of exterior negative factored

moment, from table 4, by interpolation:
x= 81.13%

Interior negative factored moment

=0.70(104504.4) = -73153.08 N-m
Positive factored moment
=0.57(104504.4) = +59567.51 N-m
Exterior negative factored moment
=0.16(104504.4) = -16720.7 N-m

( )

Column strip = 0.6315(+59567.51)

= +37616.88 N-m
Beam = 0.85(+37616.88)
= +31974.35 N-m
Slab = 0.15(+37616.88)
= +5642.53 N-m

Column strip = 0.8113(-16720.7)

= -13565.50 N-m
Beam = 0.85(-13565.50)
= -11530.68 N-m
Slab = 0.15(-13565.50)
= -2034.83 N-m
Middle strip =- (16720.7 -13565.50)
= -3155.2 N-m

 Moment for the short span direction:

Column strip = 0.6315(-139339.2)

= -87992.7 N-m
Beam = 0.85(-87992.7)
= -74793.8 N-m
Slab = 0.15(-87992.7)
= -13198.91 N-m
Middle strip = -(139339.2 -87992.7)
= -51346.5 N-m
Percentage of positive factored moment,
from table 5, by interpolation:

x = 63.15%

)( )

)( )

Column strip = 0.6315(+113461.92)

= +71651.2 N-m
Beam = 0.85(+71651.2)
= +60903.52 N-m
Slab = 0.15(+71651.2)
= +10747.68 N-m

Mo =199056 N-m

Middle strip = +(113461.92 -71651.2)

= +41810.72 N-m

Distribute static moment into negative and

positive value:

Percentage of exterior negative factored

moment, from table 4, by interpolation:

END SPAN

x = 81.13%

Interior negative factored moment

=0.70(199056) = -139339.2 N-m
Positive factored moment
=0.57(199056) = +113461.92 N-m
Exterior negative factored moment
=0.16(199056) = -318848.96 N-m

Column strip = 0.8113(-31848.96)

= -25839.06 N-m
Beam = 0.85(-25839.06)
= -21963.2 N-m
Slab = 0.15(-25839.06)
= -3875.86 N-m

Distribute these moments to beam and

column strips:

Middle strip = -(31848.96-25839.06)

= -6009.9 N-m

( )

Percentage of interior negative factored

moment, from table 3, by interpolation:

X = 63.15%