(2) (m) 4 4. Determine the following using the floor layout below. Assume this is an upper story in a multistory office building, but not the top story (i.e. no snow loads). Use D=35 psf and L = 65 psf. Factored loads shall be taken as 1.2D + 1.6L. a. Determine the maximum factored moment on interior floor beam B2-B3. b. Determine the factored load on interior column B1 for one story. 3 @ 15 ft. = 45 ft. 45 ft. 45 ft. 45 ft. 35 ft. 35 ft. 35 ft.

(2) (m) 4 4. Determine the following using the floor layout below. Assume this is an upper story in a multistory office building, but not the top story (i.e. no snow loads). Use D=35 psf and L = 65 psf. Factored loads shall be taken as 1.2D + 1.6L. a. Determine the maximum factored moment on interior floor beam B2-B3. b. Determine the factored load on interior column B1 for one story. 3 @ 15 ft. = 45 ft. 45 ft. 45 ft. 45 ft. 35 ft. 35 ft. 35 ft.

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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PROVIDE STEP BY STEP SOLUTION AND DIAGRAM IF POSSIBLE PROBLEM NO. 6 4. A reinforced concrete T-beam has b = 750 mm, t = 100 mm, d = 750 mm, bw = 350 mm, As = 6325 mm2, fc' = 20.7 MPa, fy = 345 MPa. Calculate the ultimate moment capacity.
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