1. Design a reinforced concrete beam to carry a service dead load of 20 kN/m (including its own weight) and service live load of 25 kN/m plus a concentrated service live load of 30 kN shown. Use f 'c = 21 MPa fy = 276 MPa, b = d/2, and 28 mm main bars. The beam is to be reinforced in tension only. The beam is to be reinforced in tension only. Pu = 1.6 PLL 1.8 m A TITTB wu = 1.2 WDL + 1.6 WLL T

Structural Analysis
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Chapter2: Loads On Structures
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1. Design a reinforced concrete beam to carry a service dead load of 20 kN/m (including its own weight)
and service live load of 25 kN/m plus a concentrated service live load of 30 kN shown. Use f'c = 21 MPa
fy = 276 MPa, b = d/2, and 28 mm main bars. The beam is to be reinforced in tension only.
The beam is to be reinforced in tension only.
Pu= 1.6 PLL
1.8 m
2 m
4 m
+
wu = 1.2 WDL + 1.6 WLL
A
C
Transcribed Image Text:1. Design a reinforced concrete beam to carry a service dead load of 20 kN/m (including its own weight) and service live load of 25 kN/m plus a concentrated service live load of 30 kN shown. Use f'c = 21 MPa fy = 276 MPa, b = d/2, and 28 mm main bars. The beam is to be reinforced in tension only. The beam is to be reinforced in tension only. Pu= 1.6 PLL 1.8 m 2 m 4 m + wu = 1.2 WDL + 1.6 WLL A C
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