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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
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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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
Transcribed Image Text: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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