Q1/ A beam AB of span 8 meters is simply supported at the ends, as shown in Fig. 1. It carries a uniformly distributed of 30kN/m over its entire length and a concentrated load of 60kN at meters from the support A. Determine the maximum deflection in the beam and the location where the deflection occurs. Take E=200*10 KN/m² and 1=24*10m². 3m KN/M 600 C 30kN/m 5m

Principles of Foundation Engineering (MindTap Course List)
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Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Q1/ A beam AB of span 8 meters is simply supported
at the ends, as shown in Fig. 1. It carries a uniformly
distributed of 30kN/m over its entire length and a
concentrated load of 60kN at meters from the support
A. Determine the maximum deflection in the beam
and the location where the deflection occurs.
Take E=200*10 KN/m² and 1=24*10m².
3m
KN/M
600
C
30kN/m
5m
Transcribed Image Text:Q1/ A beam AB of span 8 meters is simply supported at the ends, as shown in Fig. 1. It carries a uniformly distributed of 30kN/m over its entire length and a concentrated load of 60kN at meters from the support A. Determine the maximum deflection in the beam and the location where the deflection occurs. Take E=200*10 KN/m² and 1=24*10m². 3m KN/M 600 C 30kN/m 5m
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