P3.26 Assume W = 30 ft and D = 30 ft. The unreduced roof liveload is 20 psf. The live load on the second and third floors is65 psf, and the live load on the fourth floor is 40 psf. Computethe total live load in the following columns; A1 between thirdand fourth floor, D2 between second and third floor, and E2between ground and second floor.BB1G1-G2B2G,B,G4Opening,WWWWProblems 3.9-3.27(a)BDERoof4th floor3rd floor2nd floorGroundW.WProblems 3.9–3.27(b)renba tspacestypical

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P3.26 Assume W = 30 ft and D = 30 ft. The unreduced roof live load is 20 psf. The live load on the second and third floors is 65 psf, and the live load on the fourth floor is 40 psf. Compute the total live load in the following columns; Al between third and fourth floor, D2 between second and third floor, and E2 between ground and second floor. B1 G1 G2- B2 G3 By G4 Opening - W w Problems 3.9-3.27(a) A B D E Roof 4th floor 3rd floor 2nd floor 4 equal spaces typical

P3.26 Assume W = 30 ft and D = 30 ft. The unreduced roof live load is 20 psf. The live load on the second and third floors is 65 psf, and the live load on the fourth floor is 40 psf. Compute the total live load in the following columns; Al between third and fourth floor, D2 between second and third floor, and E2 between ground and second floor. B1 G1 G2- B2 G3 By G4 Opening - W w Problems 3.9-3.27(a) A B D E Roof 4th floor 3rd floor 2nd floor 4 equal spaces typical

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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