Design a bearing plate at the support for a roof beam ISMB 600 @ 1202.71 N/m resting on a concrete pedestate masonry wall 250mm thick for the following data: Reation 200 kN Grade of concrete : M-20 For ISMB 600@ 1202.71 N/m Width of flange, b, = 210mm Thickness of flange, t = 20.8mm Thickness of web, t = 12mm Radius at root, R₁ = 20mm

Design a bearing plate at the support for a roof beam ISMB 600 @ 1202.71 N/m resting on a concrete pedestate masonry wall 250mm thick for the following data: Reation 200 kN Grade of concrete : M-20 For ISMB 600@ 1202.71 N/m Width of flange, b, = 210mm Thickness of flange, t = 20.8mm Thickness of web, t = 12mm Radius at root, R₁ = 20mm

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

Design a bearing plate at the support for a roof beam ISMB
600 @ 1202.71 N/m resting on a concrete pedestate masonry
wall 250mm thick for the following data:
Reation 200 kN
Grade of concrete : M-20
For ISMB 600@ 1202.71 N/m
Width of flange, b, = 210mm
Thickness of flange, t = 20.8mm
Thickness of web, t = 12mm
Radius at root, R₁ = 20mm

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