Ql: For the transverse exterior (Frame D) of the flat plate floor, without edge beams, shown in Figure, and by using the Direct Design Method, find: a. Longitudinal distribution of the total static moment at factored loads. b. Lateral distribution of moment at interior and exterior panels (column and middle strip moments at negative and positive moments). Slab thickness = 200mm, d 165mm, W 14KN/m², All columns = 250x 250mm, fc'= 25MPA, f, = 400MPA %3D %3D %3D 5 m- -6 m- -5 m

Ql: For the transverse exterior (Frame D) of the flat plate floor, without edge beams, shown in Figure, and by using the Direct Design Method, find: a. Longitudinal distribution of the total static moment at factored loads. b. Lateral distribution of moment at interior and exterior panels (column and middle strip moments at negative and positive moments). Slab thickness = 200mm, d 165mm, W 14KN/m², All columns = 250x 250mm, fc'= 25MPA, f, = 400MPA %3D %3D %3D 5 m- -6 m- -5 m

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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Q1: For the transverse exterior (Frame D) of the flat plate floor, without
edge beams, shown in Figure, and by using the Direct Design Method, find:
a. Longitudinal distribution of the total static moment at factored loads.
b. Lateral distribution of moment at interior and exterior panels (column and
middle strip moments at negative and positive moments).
Slab thickness = 200mm, d 165mm, W 14KN/m², All columns = 250x
250mm, fc'= 25MPA, f, = 400MPA
%3D
%3D
5 m
5 m

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Step 2 : DETERMINATION OF STATIC MOMENT :

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Step 3 : DETERMINATION OF DESIGN STRIP MOMENT :

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