3. Consider the floor plan shown. a. Compute the tributary areas for (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d) girder G4, (e) corner column C3, and (f) interior column C4 b. Assuming a uniform live load of 60 psf, determine the live loading for the (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d) girder G4, (e) corner column C3, and (f) interior column C4. Consider the live load reduction if permitted by the ASCE/NSCP Standard

3. Consider the floor plan shown. a. Compute the tributary areas for (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d) girder G4, (e) corner column C3, and (f) interior column C4 b. Assuming a uniform live load of 60 psf, determine the live loading for the (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d) girder G4, (e) corner column C3, and (f) interior column C4. Consider the live load reduction if permitted by the ASCE/NSCP Standard

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

Instruction: Use 2 decimal places in your final answers. (Theory of Structure)

3.
Consider the floor plan shown.
a.
Compute the tributary areas for (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d) girder G4, (e) corner column C3, and (f)
interior column C4
b.
Assuming a uniform live load of 60 psf, determine the live loading for the (a) floor beam B3, (b) floor beam B4, (c) girder G3, (d)
girder G4, (e) corner column C3, and (f) interior column C4. Consider the live load reduction if permitted by the ASCE/NSCP
Standard
B
I
B2
I
G3
6 @ 6.67' = 40-
B4
G4
B1
40
GI
C2
G2
C3
B3
20'
C4
2 @ 10' = 20
I +
5 @ 8' 40'
CI
FINAL ANSWER

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