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A rectangle beam 230mm×450mm (effective depth) is reinforced with a bar of 16 mm diameter out of which two bars are bent at 45.

Determine the shear resistance of the bent up bars and additional shear reinforcement required if the ultimate shear force is 300kN. Design shear reinforcement. Adopt M20 and Fe415

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b=230mm

d=450mmVuD=300KNAstsupport=4×π4×162=804mm2Astlentup=2×π4×162=402mm2Zuv=VUDb×d=300×103230×450=2.7N/mm2<2.8N/mm2safept=100Astb×d=100×804300×450=0.77N/mm2

shear stress in concrete (Zuc)

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Vuc=Zucbd=0.564×230×450=58.37KN

Vu min=0.4bd=0.4×230×450=41.4KN
Shear load taken by bentup bars: Vu bentup1=0.87fyAstbentup×sinα
=0.87×415×402×sin45=102.63KNVu bentup2=VUDVUC2=30058.372=120.81KNVu bentup=102.63KNVuc+Vu min+Vu bentup=58.37+41.4+102.63=202KNVUD=300KNVUD>Vuc+Vu min+Vu bentup

Hence design & provide shear reinforcement.

VUS=VUDVUCVu bentup

VUS=30058.37102.63 VUS=139KN
Spacing:- S1=0.87fyasvdVus
S1=0.81×415×100×450139×103=116.88mmS2=0.75d=0.75×450=337.5mmS3=300mm

Hence 10 mm ϕ2 strumps at 110 mm c/c

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Bro esame sv minimum nahi nikala hai usaka formula hai sv min = (0.87fy×asv÷(0.4b))


Bro esame sv minimum nahi nikala hai usaka formula hai sv min = (0.87fy×asv÷(0.4b))


Bro esame sv minimum nahi nikala hai usaka formula hai sv min = (0.87fy×asv÷(0.4b))


Bro esame sv minimum nahi nikala hai usaka formula hai sv min = (0.87fy×asv÷(0.4b))


Bro esame sv minimum nahi nikala hai usaka formula hai sv min = (0.87fy×asv÷(0.4b))


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