H.W.1: For the longitudinal interior frame of the flat plate floor shown in Figure, by using the Direct Design Method, find: a- Longitudinal distribution of total static moment at factored loads. b- Lateral distribution of moment at exterior panel. Given: Slab thickness = 180 mm, d = 150 mm, w̟ = 14.0kN/m², All edge beams = 250 × 500 mm, All columns = 400 x 400 mm, f' = 24 MPa, fy = 400 MPa. *5000 5000 5000 * Frame A 009

H.W.1: For the longitudinal interior frame of the flat plate floor shown in Figure, by using the Direct Design Method, find: a- Longitudinal distribution of total static moment at factored loads. b- Lateral distribution of moment at exterior panel. Given: Slab thickness = 180 mm, d = 150 mm, w̟ = 14.0kN/m², All edge beams = 250 × 500 mm, All columns = 400 x 400 mm, f' = 24 MPa, fy = 400 MPa. 5000 5000 5000 Frame A 009

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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The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I = 370 x 106 mm*). For the loading shown, determine the beam deflection vc at point C. Assume P = 56 kN, w = 22 kN/m, Lag = Lsc= 2.9 m, Lco = 2.9 m. LAB LBC LCD Answer: Vc= mm.
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