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7-Storey Hotel Gym Refurbishment Design

The document contains calculations for proposed refurbishment works to a 7-story building. It includes: 1) Calculations for truss members T2, T2B, and T2A determining loads, moments, and required cross sectional areas. 2) Calculations show T2 requires a 32 x 32 x 1.6 mm cross section, T2B requires 32 x 32 x 1.6 mm, and T2A requires a 50 x 50 x 2.3 mm cross section. 3) Additional calculations for the diagonal member of T2A determine a load of 6.3 kN and that a 25 x 25 x 1.6 mm cross section is required.

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Leanna Abdul Wahab
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780 views4 pages

7-Storey Hotel Gym Refurbishment Design

The document contains calculations for proposed refurbishment works to a 7-story building. It includes: 1) Calculations for truss members T2, T2B, and T2A determining loads, moments, and required cross sectional areas. 2) Calculations show T2 requires a 32 x 32 x 1.6 mm cross section, T2B requires 32 x 32 x 1.6 mm, and T2A requires a 50 x 50 x 2.3 mm cross section. 3) Additional calculations for the diagonal member of T2A determine a load of 6.3 kN and that a 25 x 25 x 1.6 mm cross section is required.

Uploaded by

Leanna Abdul Wahab
Copyright
© Attribution Non-Commercial (BY-NC)
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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CS WOON CONSULTANT

Calculation Sheet
PROPOSED REFURBISHMENT WORKS TO 7 STOREY UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Job Title

Job No

B253

Sheet No

Rev

Member/Location Drg Ref. Made By

GYM

WOON

Date

27-May-13

Chd.

DESIGN CALCULATION FOR PROPOSED REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.

Truss T2 1.44 kN 0.3 kN/m

9.7 m Truss self weight Shell Total Load Live Load = = = = 3.6(4) x 10/1000 x 1.4 = 0.2 kN/m 0.002 x 30 x 1 x 1.4 = 0.1 kN/m 0.1 + 0.2 = 0.3 kN/m 0.9 x 1.6 = 1.44 kN

2 Maximum Moment, M = 0.3 x 9.7 /8 + 1.44 x 9.7/4 = 7.02 kNm 2 Section Strength Py = 200 N/mm

d = 300 mm Force, P = 9.7/0.3 =23.4 kN 2 Required Area, A = 23.4 x 10/200= 1.12 cm Provide 32 x 32 x 1.6 mm Thk. (Ag = 1.88 cm2) Ok

CS WOON CONSULTANT
Calculation Sheet
PROPOSED REFURBISHMENT WORKS TO 7 STOREY UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Job Title

Job No

B253

Sheet No

Rev

Member/Location Drg Ref. Made By

GYM

WOON

Date

27-May-13

Chd.

DESIGN CALCULATION FOR PROPOSED REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.

Truss T2B 0.4 kN 0.3 kN/m 1.44 kN 0.4 kN

7.8 m 2.44 Truss self weight Shell Total Load Live Load Load from Tie truss = = = = = = 2.44 2.44

3.6(4) x 10/1000 x 1.4 = 0.2 kN/m 0.002 x 30 x 1 x 1.4 = 0.1 kN/m 0.1 + 0.2 = 0.3 kN/m 0.9 x 1.6 = 1.44 kN 1.1 x 0.001 x 30 x 1.4 + 0.2 = 0.3 kN/m 0.3 x 2.4 /2= 0.4 kN

2 Moment, M = 0.3 x 7.8 /8 + 0.4 x 2.4 + 1.44 x 7.8/4 = 3.24 + 2.8 = 6.04 kNm

By using cut section method:

C 0.3 m

C x 0.3 = 6.04 C = 20.1 kN


2 Section Strength Py = 200 N/mm 2 Required Area, A = 20.1 x 10/200 = 1.01cm

Provide 32 x 32 x 1.6 mm Thk. (Ag = 1.88 cm2)

Ok
Job No

CS WOON CONSULTANT
Calculation Sheet
PROPOSED REFURBISHMENT WORKS TO 7 STOREY UNTUK TETUAN PLENITUDE HEIGHTS SDN. BHD.
Job Title

B253

Sheet No

Rev

Member/Location Drg Ref. Made By

GYM

WOON

Date

27-May-13

Chd.

DESIGN CALCULATION FOR PROPOSED REFURBISHMENT WORKS TO 7 STOREY OF TANJUNG BUNGAH BEACH HOTEL ON LOT 4089, 8090,4091,625, & 1287 BANDAR TANJUNG BUNGAH, PULAU PINANG.

Truss T2A 1.44 kN 0.3 kN/m

9.6 m Truss self weight Shell Total Load Live Load = = = = 3.6(4) x 10/1000 x 1.4 = 0.2 kN/m 0.002 x 30 x 1 x 1.4 = 0.1 kN/m 0.1 + 0.2 = 0.3 kN/m 0.9 x 1.6 = 1.44 kN

Maximum Moment = 0.3 x 9.62/8 + 1.44 x 9.6/4 = 6.9 kNm


2 Section Strength Py = 200 N/mm

Z = 300 mm Force, P = 9.6/0.3 =23 kN 2 Required Area, A = 23 x 10/200 = 1.15 cm Provide 50 x 50 x 2.3 mm Thk. (Ag = 4.25 cm2) Ok

Design for Diagonal member: Tan = 300/589 o = 27 300 mm F1 Reaction, R = 0.3 x 9.6/2 = 1.44 kN/m Live load = 0.9 x 1.6 = 1.44 kN/m Total load = 2.88 kN/m 589 mm R F1 sin = R F1 = 2.88/sin 27 = 6.3 kN 2 Section Strength Py = 200 N/mm 2 Required Area, A = 6.3 x 10/200 = 0.32 cm

Provide 25 x 25 x 1.6 mm Thk. (Ag = 1.43 cm2)

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