a. What is the value of the distributed load in beam B2 in plf (lb/ft)?b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?c. What is the value of the force in column C4 in the ground floor (in kips to one decimal place)? Forces in beams, girders, and columnsFor the floor plan shown below, a =20 ft,b = 30 ft, andc = 4 ft. Each floor of theregular 5-story building is subjected to afloor load of 35 psf. Answer the threequestions to the right. Do not apply liveload reductions.abC4 IC5C6G2G3B1G1C2C1C3IB28 @ c

Answered: Image /qna-images/answer/7ffc7978-7cdf-4908-9508-d7a6af627186.jpg

Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions.

Forces in beams, girders, and columns For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions.

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

a. What is the value of the distributed load in beam B2 in plf (lb/ft)?

b. What is the value of each of the point loads acting on girder G2 in kips to one decimal place?

c. What is the value of the force in column C4 in the ground floor (in kips to one decimal place)?

Forces in beams, girders, and columns
For the floor plan shown below, a =
20 ft,
b = 30 ft, andc = 4 ft. Each floor of the
regular 5-story building is subjected to a
floor load of 35 psf. Answer the three
questions to the right. Do not apply live
load reductions.
a
b
C4 I
C5
C6
G2
G3
B1
G1
C2
C1
C3
I
B2
8 @ c

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Step 1 Distributed load

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Step 2 Distributed load in beam B2

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Step 3 Point load on girder G2

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Step 4 The force on column C3

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Step 5 The force in column C5

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