3.L) Obtain Ma for the section shown below if fea = 27 MPa and f, = 400 MPa385 mm4-D2965 mm350 mm4. ("beam if simply supported span length L = 6 m, b = 300 mm, d= 480 mm, h = 540 mm, fa = 21 MPa, f, =300 MPa, A. = 3-D29 and (normal weight concrete) = 25 kN/m' Assume that the dead load is producedonly by the self-weight of the beam.Determine the maximum live load that can be supported by the singly reinforced rectangular

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3.. .) Obtain Ma for the section shown below if fa = 27 MPa and f, = 400 MPa 385 mm 4-D29 65 mm 350 mm

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

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

3.
L) Obtain Ma for the section shown below if fea = 27 MPa and f, = 400 MPa
385 mm
4-D29
65 mm
350 mm
4. ("
beam if simply supported span length L = 6 m, b = 300 mm, d= 480 mm, h = 540 mm, fa = 21 MPa, f, =
300 MPa, A. = 3-D29 and (normal weight concrete) = 25 kN/m' Assume that the dead load is produced
only by the self-weight of the beam.
Determine the maximum live load that can be supported by the singly reinforced rectangular

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