[53.4 kN] 12,000 lb 10' [3.0m] [1.8 m) IITI 800 Ib/ft [11.67 kN/m] R- 10,900 ib (48.5 kN] R2 * 13,900 Ib [61.8 kN] (b)
[53.4 kN] 12,000 lb 10' [3.0m] [1.8 m) IITI 800 Ib/ft [11.67 kN/m] R- 10,900 ib (48.5 kN] R2 * 13,900 Ib [61.8 kN] (b)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The beam shown in Figure 3.3b supports a concentrated
load of 12,000 lb located 6 ft fromR2 and a uniformly distributed load
of 800 pounds per linear foot (lb/ft) over its entire length. Compute
the value of vertical shear at various sections along the span.
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