1.4 In design shear resistance of RC beams, it is written in HK2013 (Clause 6.1.2.5) that the design shear stress at any

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1.4 In design shear resistance of RC beams, it is written in HK2013 (Clause 6.1.2.5) that the design shear stress at any

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1 4 In Design Shear Resistance Of Rc Beams It Is Written In Hk2013 Clause 6 1 2 5 That The Design Shear Stress At Any 1
1 4 In Design Shear Resistance Of Rc Beams It Is Written In Hk2013 Clause 6 1 2 5 That The Design Shear Stress At Any 1 (52.71 KiB) Viewed 41 times
1.4 In design shear resistance of RC beams, it is written in HK2013 (Clause 6.1.2.5) that the design shear stress at any cross-section in no case should exceed 0.8/fcu or 7 MPa, whichever is the lesser, whatever shear reinforcement is provided. Why? (4 marks)
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