Q1. The beam is 300 mm wide by 660 deep with three equal 5.0 m spans. In the transverse direction, the beams are at 4.0 m centers with a 180 mm thick slab. The live load on the beam is 50 kN/m and the dead load including self-weight, is 85 kN/m. Characteristic material strengths are fcu = 30 MPa, fy= 460 kN/m for the longitudinal steel and fyv=250 kN/m for the links. For a mild exposure the minimum. Consider the concrete cover is to be 25 mm. i. Determine the flexural reinforcement ii. iii. iv. Determine the shear reinforcement. If the double system bent-up bars is used, determine the increase in shear resistance of the beam. Check the deflection. V. prepare a sketch indicating all reinforcement; use the simplified.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1. The beam is 300 mm wide by 660 deep with three equal 5.0 m spans. In the transverse
direction, the beams are at 4.0 m centers with a 180 mm thick slab. The live load on the
beam is 50 kN/m and the dead load including self-weight, is 85 kN/m. Characteristic
material strengths are fcu = 30 MPa, fy= 460 kN/m for the longitudinal steel and fyv=250
kN/m for the links. For a mild exposure the minimum.
Consider the concrete cover is to be 25 mm.
i. Determine the flexural reinforcement
ii.
iii.
iv.
Determine the shear reinforcement.
If the double system bent-up bars is used, determine the increase in shear resistance
of the beam.
Check the deflection.
V.
prepare a sketch indicating all reinforcement; use the simplified.
Transcribed Image Text:Q1. The beam is 300 mm wide by 660 deep with three equal 5.0 m spans. In the transverse direction, the beams are at 4.0 m centers with a 180 mm thick slab. The live load on the beam is 50 kN/m and the dead load including self-weight, is 85 kN/m. Characteristic material strengths are fcu = 30 MPa, fy= 460 kN/m for the longitudinal steel and fyv=250 kN/m for the links. For a mild exposure the minimum. Consider the concrete cover is to be 25 mm. i. Determine the flexural reinforcement ii. iii. iv. Determine the shear reinforcement. If the double system bent-up bars is used, determine the increase in shear resistance of the beam. Check the deflection. V. prepare a sketch indicating all reinforcement; use the simplified.
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