A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method 1. Compute the slope at the left support. a. 0.00125 rad b. 0.001 rad c. 0.00727 rad d. 0.00025 rad 2. Compute the slope at a point 2m. from the left support. a. 0.00125 rad b. 0.001 rad c. 0.00727 rad d. 0.00025 rad 3. Compute the deflection at the point of application of the loads. a. 3mm b. 0.72mm c. 6.16mm d. 5mm
A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method 1. Compute the slope at the left support. a. 0.00125 rad b. 0.001 rad c. 0.00727 rad d. 0.00025 rad 2. Compute the slope at a point 2m. from the left support. a. 0.00125 rad b. 0.001 rad c. 0.00727 rad d. 0.00025 rad 3. Compute the deflection at the point of application of the loads. a. 3mm b. 0.72mm c. 6.16mm d. 5mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported beam having a span of 8m, carries a concentrated load of 40kn at 6m. from the left support. Use EI=80000 kN-m^2.using conjugate beam method
1. Compute the slope at the left support.
a. 0.00125 rad
b. 0.001 rad
c. 0.00727 rad
d. 0.00025 rad
2. Compute the slope at a point 2m. from the left support.
a. 0.00125 rad
b. 0.001 rad
c. 0.00727 rad
d. 0.00025 rad
3. Compute the deflection at the point of application of the loads.
a. 3mm
b. 0.72mm
c. 6.16mm
d. 5mm
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