For the floor beam/girder given and the loading shown, the maximum bending moment occurs at Pu L/3 1/3 e/3 support 1/3 of span 5/12 of span middle of span O none of the above QUESTION 11 For the floor girder given above, Pu=30 kip, w=1.5 kip/ft, and L=25 ft. Calculate the maximum bending moment (in kip-ft) of the girder.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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For the floor beam/girder given and the loading shown, the maximum bending moment occurs at
Pu
Pu
L/3
e/3
e/3
support
1/3 of span
5/12 of span
middle of span
none of the above
QUESTION 11
For the floor girder given above, Pu=30 kip, w=1.5 kip/ft, and L=25 ft. Calculate the maximum bending moment (in kip-ft) of the girder.
Transcribed Image Text:For the floor beam/girder given and the loading shown, the maximum bending moment occurs at Pu Pu L/3 e/3 e/3 support 1/3 of span 5/12 of span middle of span none of the above QUESTION 11 For the floor girder given above, Pu=30 kip, w=1.5 kip/ft, and L=25 ft. Calculate the maximum bending moment (in kip-ft) of the girder.
Which of the following statements is not true about a dead load:
It includes architectural and structural items and fixed service equipment.
It is a constant load
It is a load of short duration
It includes any permanent loads attached to the structure.
Its direction does not change with time.
QUESTION 2
Live loads can vary with time in:
Magnitude
Position as well as magnitude
Neither position nor magnitude
Position
QUESTION 3
For hotel projects, the minimum uniformly distrubted live load Lo is [a] psf for private guest rooms according to ASCE 7-16 standards.
Transcribed Image Text:Which of the following statements is not true about a dead load: It includes architectural and structural items and fixed service equipment. It is a constant load It is a load of short duration It includes any permanent loads attached to the structure. Its direction does not change with time. QUESTION 2 Live loads can vary with time in: Magnitude Position as well as magnitude Neither position nor magnitude Position QUESTION 3 For hotel projects, the minimum uniformly distrubted live load Lo is [a] psf for private guest rooms according to ASCE 7-16 standards.
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