"A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figure below. The beam is of rectangular cross-section (100 mm width by 150 mm overall depth). The beam failed when subjected to two-point loads of 4 kN as each, shown in the figure. The beam was made of normal-density concrete. Determine the maximum bending moment for the beam? (kN.m)" 1 42°F Sunny 1/3 р 1 1/3 р 1/3 A 100 mm 150 mm J C T

"A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figure below. The beam is of rectangular cross-section (100 mm width by 150 mm overall depth). The beam failed when subjected to two-point loads of 4 kN as each, shown in the figure. The beam was made of normal-density concrete. Determine the maximum bending moment for the beam? (kN.m)" 1 42°F Sunny 1/3 р 1 1/3 р 1/3 A 100 mm 150 mm J C T

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

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

"A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figure
below. The beam is of rectangular cross-section (100 mm width by 150 mm overall depth). The
beam failed when subjected to two-point loads of 4 kN as each, shown in the figure. The beam
was made of normal-density concrete. Determine the maximum bending moment for the beam?
(kN.m)"
42°F
Sunny
1/3
р
1
1/3
р
1/3
100 mm
150 mm
J
C
8
1

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