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Q-2: A simply supported beam is 25 x 50 cm deep and has 2-20 mm Fe 415 grade steel bars going into the support shown in Fig. 4. If the shear force at the center of support is 110 kN at service loads, determine the anchorage length. Assume M20 mix. Bond stress for mild steel for M20 concrete is 1.2 MPa in limit state. Take clear cover to steel = 25 mm. Support 7 2-20 500 mm

Q-2: A simply supported beam is 25 x 50 cm deep and has 2-20 mm Fe 415 grade steel bars going into the support shown in Fig. 4. If the shear force at the center of support is 110 kN at service loads, determine the anchorage length. Assume M20 mix. Bond stress for mild steel for M20 concrete is 1.2 MPa in limit state. Take clear cover to steel = 25 mm. Support 7 2-20 500 mm

Structural Analysis
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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Q-2: A simply supported beam is 25 x 50 cm deep and has 2-20 mm Fe 415 grade steel bars going into the support shown in Fig. 4. If the shear force at the center of support is 110 kN at service loads, determine the anchorage length. Assume M20 mix. Bond stress for mild steel for M20 concrete is 1.2 MPa in limit state. Take clear cover to steel = 25 mm. Support 2-20 500 mm
Transcribed Image Text:Q-2: A simply supported beam is 25 x 50 cm deep and has 2-20 mm Fe 415 grade steel bars going into the support shown in Fig. 4. If the shear force at the center of support is 110 kN at service loads, determine the anchorage length. Assume M20 mix. Bond stress for mild steel for M20 concrete is 1.2 MPa in limit state. Take clear cover to steel = 25 mm. Support 2-20 500 mm
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