KIM ALJON B.

CALVELO REINFORCED CONCRETE DESIGN

BSCE-5 12-Dec-15

STRUCTURAL ANALYSIS OF PROPOSED 3-STOREY HOTEL

STRUCTURAL DETAILS:           LIVE LOAD

BEAMS LL=Pressure x Tributary Area/length FOR ROOF DECK
level width depth
(mm) (mm) (CU)= 0.24 kPa
RD 300 450 (WPT)= 1.2 kPa
3F 350 500           DEAD LOAD RD= 1.44 kPa
2F 400 600 Weight Slab (kN/m)
𝑊=(𝑡𝑟𝑖𝑏𝑢𝑡𝑎𝑟𝑦 𝑎𝑟𝑒𝑎 𝑥 𝑡ℎ𝑖𝑐𝑘𝑛𝑒𝑠𝑠 𝑥 𝑢𝑛𝑖𝑡 𝑤𝑡. 𝑐𝑜𝑛𝑐𝑟𝑒𝑡𝑒)/(𝑙𝑒𝑛𝑔𝑡ℎ ) ADD. LOADINGS(kN/m)=RDxA/L
COLUMN
level width depth For 2nd floor & 3rd Floor
(mm) (mm) Weight Beam (kN/m)
3F 300 450 𝑊=𝑤𝑖𝑑𝑡ℎ 𝑥 𝑑𝑒𝑝𝑡ℎ 𝑥 𝑢𝑛𝑖𝑡 𝑤𝑡. 𝑐𝑜𝑛𝑐𝑟𝑒𝑡𝑒 (FFT)= 1.2 kPa
2F 350 500 (CU)= 0.24 kPa
GF 400 600 Weight Column (kN) (MP)= 1 kPa
𝑊=𝐴𝑟𝑒𝑎 𝐶𝑜𝑙𝑢𝑚𝑛 𝑥 ℎ𝑒𝑖𝑔ℎ𝑡 𝑥 𝑢𝑛𝑖𝑡 𝑤𝑡. 𝑐𝑜𝑛𝑐𝑟𝑒𝑡𝑒 𝑥 (OP)= 0.5 kPa
𝑥 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑐𝑜𝑙𝑢𝑚𝑛 𝑖𝑛 𝑎 𝑔𝑟𝑖d
SLAB= 120 mm thk. 2F(3F)= 2.94 kPa

Concrete Unit Wt.           ADDITIONAL LOADINGS ADD. LOADINGS(kN/m)=RDxA/L

Wc = 23.54 kN/m Exterior Wall (15cm CHB) = 2.8 kpa (EW)
Interior Wall (10cm CHB) = 2 kPa (IW)
Uniform Live Load Floor Finish & Toppings = 1.2 kPa (FFT) Exterior/Interior Wall (kN/m)
LL= 2000 Pa Ceiling & Utilities = 0.24 kPa (CU) W= Wall Pressure x Height
Water Proofing & Toppings 1.2 kPa (WPT)
Concentrated Live Load Movable Partition = 1 kPa (MP) Ultimate Load Wu(kN/m)
LL= 0 N Other Partition= 0.5 kPa (OP) Wu=1.2DL+1.60LL
 KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

SUMMARY OF LOAD COMPUTATION

COMPUTATION OF FRAME LOADINGS

GRID A = GRID H
GRID A Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(1-2) 3.33 3.33 0.12 2.58 2.58 0.135 0.175 0.24 3.18 4.12 5.65
(2-3) 1.27 1.27 0.12 1.59 1.59 0.135 0.175 0.24 3.18 4.12 5.65
(3-4) 3.42 3.42 0.12 2.61 2.61 0.135 0.175 0.24 3.18 4.12 5.65
(4-5) 1.27 1.27 0.12 1.59 1.59 0.135 0.175 0.24 3.18 4.12 5.65
(5-6) 3.33 3.33 0.12 2.58 2.58 0.135 0.175 0.24 3.18 4.12 5.65

GRID A Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(1-2) 3.65 23.54 1.44 2.94 1.31 2.68 2.8 3 3.5 10.95 12.78
(2-3) 2.25 23.54 1.44 2.94 0.81 1.66 2.8 3 3.5 6.75 7.88
(3-4) 3.7 23.54 1.44 2.94 1.33 2.72 2.8 3 3.5 11.1 12.95
(4-5) 2.25 23.54 1.44 2.94 0.81 1.66 2.8 3 3.5 6.75 7.88
(5-6) 3.65 23.54 1.44 2.94 1.31 2.68 2.8 3 3.5 10.95 12.78

GRID A Total Dead Load DL (kN/m) Live Load LL

THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 25.24 27.24
(1-2) 7.07 20.33 23.68 2 1.82 1.82 6.66 6.66 3rd Floor 25.24 52.48
(2-3) 5.59 14.12 16.78 2 1.13 1.13 2.54 2.54 2nd Floor 25.24 77.72
(3-4) 7.12 20.55 23.93 2 1.85 1.85 6.84 6.84 1st Floor 0.00 77.72
 (4-5) 5.59 14.12 16.78 2 1.13 1.13 2.54 2.54
(5-6) 7.07 20.33 23.68 2 1.82 1.82 6.66 6.66
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

Level Area Height No. of weight GRID A TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 103.08 103.08
Roof Deck 0 0 0 0 (1-2) 25.80 74.20 86.45 3rd Floor 287.98 458.86
3rd Floor 0.16 3 6 67.80 (2-3) 12.57 31.78 37.75 2nd Floor 336.93 895.89
2nd Floor 0.2025 3.5 6 100.10 (3-4) 26.34 76.03 88.53 1st Floor 0.00 1037.13
1st Floor 0.25 4 6 141.24 (4-5) 12.57 31.78 37.75
(5-6) 25.80 74.20 86.45

TOTAL WEIGHT OF FRAME A (kN) = 1037.13

GRID B =GRID G = GRID C = GRID F

GRID B Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(1-2) 6.66 6.66 0.12 5.15 5.15 0.135 0.175 0.24 3.18 4.12 5.65
(2-3) 2.53 2.53 0.12 3.18 3.18 0.135 0.175 0.24 3.18 4.12 5.65
(3-4) 6.85 6.85 0.12 5.23 5.23 0.135 0.175 0.24 3.18 4.12 5.65
(4-5) 2.53 2.53 0.12 3.18 3.18 0.135 0.175 0.24 3.18 4.12 5.65
(5-6) 6.66 6.66 0.12 5.15 5.15 0.135 0.175 0.24 3.18 4.12 5.65

GRID B Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(1-2) 3.65 23.54 1.44 2.94 2.63 5.36 2 3 3.5 10.95 12.78
 (2-3) 2.25 23.54 1.44 2.94 1.62 3.31 2 0 0 0 0.00
(3-4) 3.7 23.54 1.44 2.94 2.67 5.44 2 3 3.5 11.1 12.95
(4-5) 2.25 23.54 1.44 2.94 1.62 3.31 2 0 0 0 0.00
(5-6) 3.65 23.54 1.44 2.94 2.63 5.36 2 3 3.5 10.95 12.78

GRID B Total Dead Load DL (kN/m) Live Load LL

THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 50.46 52.46
(1-2) 10.96 25.59 28.94 2 3.65 3.65 13.32 13.32 3rd Floor 50.46 102.92
(2-3) 7.97 10.60 12.13 2 2.25 2.25 5.06 5.06 2nd Floor 50.46 153.38
(3-4) 11.07 25.89 29.27 2 3.70 3.70 13.70 13.70 1st Floor 0.00 153.38
(4-5) 7.97 10.60 12.13 2 2.25 2.25 5.06 5.06
(5-6) 10.96 25.59 28.94 2 3.65 3.65 13.32 13.32
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

Level Area Height No. of weight GRID B TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 156.86 156.86
Roof Deck 0 0 0 0 (1-2) 40.00 93.40 105.64 3rd Floor 330.30 554.96
3rd Floor 0.16 3 6 67.80 (2-3) 17.94 23.85 27.30 2nd Floor 374.19 1029.25
2nd Floor 0.2025 3.5 6 100.10 (3-4) 40.97 95.80 108.31 1st Floor 0.00 1170.49
1st Floor 0.25 4 6 141.24 (4-5) 17.94 23.85 27.30
(5-6) 40.00 93.40 105.64

TOTAL WEIGHT OF FRAME B (kN) = 1170.49

GRID D =GRID E
GRID D Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
 Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(1-2) 3.33 6.66 0.12 2.58 5.15 0.135 0.175 0.24 3.18 4.12 5.65
(2-3) 2.53 2.53 0.12 3.18 3.18 0.135 0.175 0.24 3.18 4.12 5.65
(3-4) 6.85 6.85 0.12 5.23 5.23 0.135 0.175 0.24 3.18 4.12 5.65
(4-5) 2.53 2.53 0.12 3.18 3.18 0.135 0.175 0.24 3.18 4.12 5.65
(5-6) 3.33 6.66 0.12 2.58 5.15 0.135 0.175 0.24 3.18 4.12 5.65

GRID D Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(1-2) 3.65 23.54 1.44 2.94 1.31 5.36 2 3 3.5 10.95 12.78
(2-3) 2.25 23.54 1.44 2.94 1.62 3.31 2 0 0 0 0.00
(3-4) 3.7 23.54 1.44 2.94 2.67 5.44 2 3 3.5 11.1 12.95
(4-5) 2.25 23.54 1.44 2.94 1.62 3.31 2 0 0 0 0.00
(5-6) 3.65 23.54 1.44 2.94 1.31 5.36 2 3 3.5 10.95 12.78

GRID D Total Dead Load DL (kN/m) Live Load LL

THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 37.14 39.14
(1-2) 7.07 25.59 28.94 2 1.82 3.65 6.66 13.32 3rd Floor 37.14 76.28
(2-3) 7.97 10.60 12.13 2 2.25 2.25 5.06 5.06 2nd Floor 37.14 113.42
(3-4) 11.07 25.89 29.27 2 3.70 3.70 13.70 13.70 1st Floor 0.00 113.42
(4-5) 7.97 10.60 12.13 2 2.25 2.25 5.06 5.06
(5-6) 7.07 25.59 28.94 2 1.82 3.65 6.66 13.32
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

Level Area Height No. of weight GRID D TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 128.45 128.45
Roof Deck 0 0 0 0 (1-2) 25.80 93.40 105.64 3rd Floor 330.30 526.55
3rd Floor 0.16 3 6 67.80 (2-3) 17.94 23.85 27.30 2nd Floor 374.19 1000.84
2nd Floor 0.2025 3.5 6 100.10 (3-4) 40.97 95.80 108.31 1st Floor 0.00 1142.08
1st Floor 0.25 4 6 141.24 (4-5) 17.94 23.85 27.30
(5-6) 25.80 93.40 105.64

TOTAL WEIGHT OF FRAME D (kN) = 1142.08

GRID 1 =GRID 6
GRID 1 Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(A-B) 5.79 5.79 0.12 3.27 3.27 0.135 0.175 0.24 3.18 4.12 5.65
(B-C) 4.33 4.33 0.12 2.91 2.91 0.135 0.175 0.24 3.18 4.12 5.65
(C-D) 3.97 3.97 0.12 2.80 2.80 0.135 0.175 0.24 3.18 4.12 5.65
(D-E) 0 0 0.12 0.00 0.00 0.135 0.175 0.24 3.18 4.12 5.65
(E-F) 3.97 3.97 0.12 2.80 2.80 0.135 0.175 0.24 3.18 4.12 5.65
(F-G) 4.33 4.33 0.12 2.91 2.91 0.135 0.175 0.24 3.18 4.12 5.65
(G-H) 5.79 5.79 0.12 3.27 3.27 0.135 0.175 0.24 3.18 4.12 5.65

GRID 1 Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(A-B) 5 23.54 1.44 2.94 1.67 3.40 2.8 3 3.5 15 17.50
(B-C) 4.2 23.54 1.44 2.94 1.48 3.03 2.8 3 3.5 12.6 14.70
(C-D) 4 23.54 1.44 2.94 1.43 2.92 2.8 3 3.5 12 14.00
(D-E) 3.1 23.54 1.44 2.94 0.00 0.00 2.8 3 3.5 9.3 10.85
(E-F) 4 23.54 1.44 2.94 1.43 2.92 2.8 3 3.5 12 14.00
(F-G) 4.2 23.54 1.44 2.94 1.48 3.03 2.8 3 3.5 12.6 14.70
(G-H) 5 23.54 1.44 2.94 1.67 3.40 2.8 3 3.5 15 17.50

GRID 1 Total Dead Load DL (kN/m) Live Load LL

 THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 48.42 50.42
(A-B) 8.12 25.80 29.83 2 2.32 2.68 11.58 13.41 3rd Floor 48.42 98.84
(B-C) 7.57 22.66 26.29 2 2.06 2.13 8.66 8.93 2nd Floor 48.42 147.26
(C-D) 7.41 21.84 25.37 2 1.99 1.97 7.94 7.88 1st Floor 0.00 147.26
(D-E) 3.18 13.42 16.50 2 0.00 0.00 0.00 0.00
(E-F) 7.41 21.84 25.37 2 1.99 1.97
(F-G) 7.57 22.66 26.29 2 2.06 2.13 8.66 8.93
(G-H) 8.12 25.80 29.83 2 2.32 2.68 11.58 13.41
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

Level Area Height No. of weight GRID 1 TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 213.93 213.93
Roof Deck 0 0 0 0 (A-B) 40.58 128.98 149.13 3rd Floor 664.65 968.97
3rd Floor 0.16 3 8 90.39 (B-C) 31.81 95.18 110.43 2nd Floor 773.23 1875.67
2nd Floor 0.2025 3.5 8 133.47 (C-D) 29.64 87.36 101.48 1st Floor 0.00 2063.99
1st Floor 0.25 4 8 188.32 (D-E) 9.85 41.60 51.15
(E-F) 29.64 87.36 101.48
(F-G) 31.81 95.18 110.43
(G-H) 40.58 128.98 149.13

TOTAL WEIGHT OF FRAME 1 (kN) = 2063.99

GRID 2 =GRID 5
GRID 2 Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(A-B) 10.15 10.15 0.12 5.73 5.73 0.135 0.175 0.24 3.18 4.12 5.65
(B-C) 7.79 7.79 0.12 5.24 5.24 0.135 0.175 0.24 3.18 4.12 5.65
(C-D) 7.2 7.2 0.12 5.08 5.08 0.135 0.175 0.24 3.18 4.12 5.65
(D-E) 2.22 2.22 0.12 2.02 2.02 0.135 0.175 0.24 3.18 4.12 5.65
(E-F) 7.2 7.2 0.12 5.08 5.08 0.135 0.175 0.24 3.18 4.12 5.65
(F-G) 7.79 7.79 0.12 5.24 5.24 0.135 0.175 0.24 3.18 4.12 5.65
(G-H) 10.15 10.15 0.12 5.73 5.73 0.135 0.175 0.24 3.18 4.12 5.65

GRID 2 Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(A-B) 5 23.54 1.44 2.94 2.92 5.97 2 3 3.5 15 17.50
(B-C) 4.2 23.54 1.44 2.94 2.67 5.45 2 3 3.5 12.6 14.70
(C-D) 4 23.54 1.44 2.94 2.59 5.29 2 3 3.5 12 14.00
(D-E) 3.1 23.54 1.44 2.94 1.03 2.11 2 0 0 0 0.00
(E-F) 4 23.54 1.44 2.94 2.59 5.29 2 3 3.5 12 14.00
(F-G) 4.2 23.54 1.44 2.94 2.67 5.45 2 3 3.5 12.6 14.70
(G-H) 5 23.54 1.44 2.94 2.92 5.97 2 3 3.5 15 17.50

GRID 2 Total Dead Load DL (kN/m) Live Load LL

THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 90.60 92.60
(A-B) 11.84 30.82 34.85 2 4.06 8.24 20.30 41.21 3rd Floor 90.60 183.20
(B-C) 11.09 27.41 31.04 2 3.71 6.88 15.58 28.90 2nd Floor 90.60 273.80
(C-D) 10.85 26.50 30.03 2 3.60 6.48 14.40 25.92 1st Floor 0.00 273.80
(D-E) 6.23 8.25 9.78 2 1.43 1.03 4.44 3.18
(E-F) 10.85 26.50 30.03 2 3.60 6.48
(F-G) 11.09 27.41 31.04 2 3.71 6.88 15.58 28.90
(G-H) 11.84 30.82 34.85 2 4.06 8.24 20.30 41.21
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

 Level Area Height No. of weight GRID 2 TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 317.65 317.65
Roof Deck 0 0 0 0 (A-B) 59.18 154.11 174.26 3rd Floor 776.02 1184.06
3rd Floor 0.16 3 8 90.39 (B-C) 46.57 115.13 130.38 2nd Floor 879.80 2197.33
2nd Floor 0.2025 3.5 8 133.47 (C-D) 43.42 105.98 120.10 1st Floor 0.00 2385.65
1st Floor 0.25 4 8 188.32 (D-E) 19.32 25.57 30.31
(E-F) 43.42 105.98 120.10
(F-G) 46.57 115.13 130.38
(G-H) 59.18 154.11 174.26

TOTAL WEIGHT OF FRAME 2 (kN) = 2385.65

GRID 3 =GRID 4
GRID 3 Tributary Slab Beam
THRU Area(Sq.m) thickness Weight (kN/m) Roof Deck 3rd Floor 2nd Floor Roof Deck 3rd Floor 2nd Floor
Roof Deck 2&3 Floor (meters) Roof Deck 2&3 Floor Area(Sq.m) Area(Sq.m) Area(Sq.m) W(kN/m) W(kN/m) W(kN/m)
(A-B) 10.19 10.19 0.12 5.76 5.76 0.135 0.175 0.24 3.18 4.12 5.65
(B-C) 7.81 7.81 0.12 5.25 5.25 0.135 0.175 0.24 3.18 4.12 5.65
(C-D) 7.21 7.21 0.12 5.09 5.09 0.135 0.175 0.24 3.18 4.12 5.65
(D-E) 4.62 2.22 0.12 4.21 2.02 0.135 0.175 0.24 3.18 4.12 5.65
(E-F) 7.21 7.21 0.12 5.09 5.09 0.135 0.175 0.24 3.18 4.12 5.65
(F-G) 7.81 7.81 0.12 5.25 5.25 0.135 0.175 0.24 3.18 4.12 5.65
(G-H) 10.19 10.15 0.12 5.76 5.73 0.135 0.175 0.24 3.18 4.12 5.65

GRID 3 Length Concrete Additional Loadings Wall Loadings

THRU (meters) Unit Wt. Roof Deck 2&3 Floor Roof Deck 2&3 Floor Pressure Height(m) Weight (kN/m)
(kN/m^3) P(kPa) P(kPa) W(kN/m) W(kN/m) (kPa) 3rd Floor 2nd Floor 3rd Floor 2nd Floor
(A-B) 5 23.54 1.44 2.94 2.93 5.99 2 3 3.5 15 17.50
(B-C) 4.2 23.54 1.44 2.94 2.68 5.47 2 3 3.5 12.6 14.70
(C-D) 4 23.54 1.44 2.94 2.60 5.30 2 0.6 0.7 2.4 2.80
 (D-E) 3.1 23.54 1.44 2.94 2.15 2.11 9.4 3 3.5 9.3 10.85
(E-F) 4 23.54 1.44 2.94 2.60 5.30 2 0.6 0.7 2.4 2.80
(F-G) 4.2 23.54 1.44 2.94 2.68 5.47 2 3 3.5 12.6 14.70
(G-H) 5 23.54 1.44 2.94 2.93 5.97 2 3 3.5 15 17.50

GRID 3 Total Dead Load DL (kN/m) Live Load LL

THRU Roof Deck 3rd Floor 2nd Floor Pressure Roof Deck 2&3 Floor Roof Deck 2&3 Floor Level Wx(kN) Wi(kN)
P(kPa) (kN/m) (kN/m) (kN/m) (kN/m) Roof Deck 95.66 97.66
(A-B) 11.87 30.87 34.90 2 4.08 8.31 20.38 41.53 3rd Floor 95.66 193.32
(B-C) 11.11 27.44 31.07 2 3.72 6.92 15.62 29.05 2nd Floor 95.66 288.98
(C-D) 10.87 16.91 18.84 2 3.61 6.50 14.42 25.99 1st Floor 0.00 288.98
(D-E) 9.53 17.55 20.63 2 2.98 2.13 9.24 6.62
(E-F) 10.87 16.91 18.84 2 3.61 6.50
(F-G) 11.11 27.44 31.07 2 3.72 6.92 15.62 29.05
(G-H) 11.87 30.82 34.85 2 4.08 8.27 20.38 41.37
KIM ALJON B. CALVELO REINFORCED CONCRETE DESIGN
BSCE-5 12-Dec-15

Column TOTAL LEVEL DEAD LOAD (Wi)

Level Area Height No. of weight GRID 3 TOTAL DEAD Load (W) (kN) Level Wx(kN) Wi(kN)
(Sq.m) (meters) Column (kN) THRU Roof Deck 3rd Floor 2nd Floor Roof Deck 328.48 328.48
Roof Deck 0 0 0 0 (A-B) 59.35 154.34 174.49 3rd Floor 728.62 1147.50
3rd Floor 0.16 3 8 90.39 (B-C) 46.66 115.24 130.49 2nd Floor 824.41 2105.38
2nd Floor 0.2025 3.5 8 133.47 (C-D) 43.46 67.64 75.36 1st Floor 0.00 2293.70
1st Floor 0.25 4 8 188.32 (D-E) 29.55 54.40 63.95
(E-F) 43.46 67.64 75.36
(F-G) 46.66 115.24 130.49
(G-H) 59.35 154.11 174.26

TOTAL WEIGHT OF FRAME 3 (kN) = 2293.70