Refer to figure SD-07Q007.Given:Slab thickness = 150 mmDead load = 4.8 kPa (superimposed)Live load = 3.0 kPaLongitudinal beams and girders shown are simply supported at their continuous and discontinuous ends. The plan is that ofan office building, if only panel CGDH is occupied.Dimensions are:S₁ = 6.0 mBeams: W350 x 142Problem 10Problem 11Problem 12S₂ = 6.0 mBES3 = 6.0 mGirders: W460 x 143What is the maximum positive moment (kN.m) for beam CG?a. +74.4b. +77.1c. +78.2What is the maximum negative moment (kN.m) for beam GK?a.-51.8b. -18.0c. -9.0What is the maximum positive moment (kN.m) for beam KO due to live load?a. +27.4b. +21.6c. +4.5EHFS4=2.5 mKFRAMING PLANFig. SD-07Q007Ss=2.5 mJ0NMXd. +75.3d.-13.5d. +2.3S6=2.5 m

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Refer to figure SD-07Q007. Given: Slab thickness 150 mm Dead load=4.8 kPa (superimposed) Live load = 3.0 kPa Longitudinal beams and girders shown are simply supported at their continuous and discontinuous ends. The plan is that of an office building, if only panel CGDH is occupied. Dimensions are: S₁ = 6.0 m Beams: W350 x 142 Problem 10 Problem 11 Problem 12 S₂ = 6.0 m S3-6.0 m B Girders: W460 x 143 S4=2.5 m What is the maximum positive moment (kN.m) for beam CG? a. +74.4 b. +77.1 c. +78.2 What is the maximum negative moment (kN.m) for beam GK? b.-18.0 a. -51.8 What is the maximum positive moment (kN.m) for beam KO due to live load? a. +27.4 b. +21.6 c. +4.5 FRAMING PLAN Fig. SD-070007 Ss-2.5 m c. -9.0 d. +75.3 d.-13.5 d. +2.3 S6-2.5 m

Refer to figure SD-07Q007. Given: Slab thickness 150 mm Dead load=4.8 kPa (superimposed) Live load = 3.0 kPa Longitudinal beams and girders shown are simply supported at their continuous and discontinuous ends. The plan is that of an office building, if only panel CGDH is occupied. Dimensions are: S₁ = 6.0 m Beams: W350 x 142 Problem 10 Problem 11 Problem 12 S₂ = 6.0 m S3-6.0 m B Girders: W460 x 143 S4=2.5 m What is the maximum positive moment (kN.m) for beam CG? a. +74.4 b. +77.1 c. +78.2 What is the maximum negative moment (kN.m) for beam GK? b.-18.0 a. -51.8 What is the maximum positive moment (kN.m) for beam KO due to live load? a. +27.4 b. +21.6 c. +4.5 FRAMING PLAN Fig. SD-070007 Ss-2.5 m c. -9.0 d. +75.3 d.-13.5 d. +2.3 S6-2.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Refer to figure SD-07Q007.
Given:
Slab thickness = 150 mm
Dead load = 4.8 kPa (superimposed)
Live load = 3.0 kPa
Longitudinal beams and girders shown are simply supported at their continuous and discontinuous ends. The plan is that of
an office building, if only panel CGDH is occupied.
Dimensions are:
S₁ = 6.0 m
Beams: W350 x 142
Problem 10
Problem 11
Problem 12
S₂ = 6.0 m
B
E
S3 = 6.0 m
Girders: W460 x 143
What is the maximum positive moment (kN.m) for beam CG?
a. +74.4
b. +77.1
c. +78.2
What is the maximum negative moment (kN.m) for beam GK?
a.-51.8
b. -18.0
c. -9.0
What is the maximum positive moment (kN.m) for beam KO due to live load?
a. +27.4
b. +21.6
c. +4.5
E
H
F
S4=2.5 m
K
FRAMING PLAN
Fig. SD-07Q007
Ss=2.5 m
J
0
N
M
X
d. +75.3
d.-13.5
d. +2.3
S6=2.5 m

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