4) Compute the shear force (VRDC) for the beam. Check if beam needs shear rebar.GivenCrossShear force obtained in critical section, VED-35 kNAssume 1.5 for K valueRebar: 4012 in tensionMaterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel)Effective height, d=560 mmMaterial reduction factors: 1.5 for concrete, 1.15 for steelsection dimension: b-300 mm, h=600 mmsection 000Twitte

Given:- b=300mm h=600mm VED=35kN K=1.5 d=560mm To find:- shear force

en n oss section dimension: b=300 mm, h=600 mm ear force obtained in critical section, VED=35 KN sume 1.5 for K value bar: 4012 in tension aterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel) Fective height, d=560 mm

en n oss section dimension: b=300 mm, h=600 mm ear force obtained in critical section, VED=35 KN sume 1.5 for K value bar: 4012 in tension aterial properties: fck-25 MPa (concrete). fyk-420 MPa (steel) Fective height, d=560 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

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

4) Compute the shear force (VRDC) for the beam. Check if beam needs shear rebar.
Given
Cross
Shear force obtained in critical section, VED-35 kN
Assume 1.5 for K value
Rebar: 4012 in tension
Material properties: fck-25 MPa (concrete). fyk-420 MPa (steel)
Effective height, d=560 mm
Material reduction factors: 1.5 for concrete, 1.15 for steel
section dimension: b-300 mm, h=600 mm
section 000
Twitte

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