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ee Design of Si |!&RCC Structures (MSBTE), , Q.24 Write entire arecedute Sie by step for providing, shear reinforcement in an R.C.C. beam according to, limit state method. |, - (Section 5.3.5) _ (4Marks), , Q.25 Determine the development length of 16 mm diameter, _ Fe 415 bar in compression, if design bond stress is, 1.4 MPa for plain bar in tension., (Ex. 5.7.23), , , , , Q.26 Designas, , C2, , De~_,0 of Shear reinforcement and Bond, , , , , , , , , , sar reinforcement for a beam of 6 n spa |, , having 25 kN/m. Udi beam size 300 mm x, , overall 30 mm cover. The reinforcement consists 0, , 6 bars of 25 mm diameter. Concrete is grad, , and steel of 415 grade., i (osloss| saa, , (Ex. 5.7.24) 7 ied
