The beam shown in Fig. P6-7 supports the unfactored loads shown. The dead load includes the weight of the beam. (a) Draw shearing-force diagrams for (1) factored dead and live load on the entire beam; (2) factored dead load on the entire beam plus factored live load on the left half-span; and (3) factored dead load on the entire beam plus factored live load on the right half-span. D = 1.8 kips/ft 1.4 kips/ft 25 ft Fig. P6-7
The beam shown in Fig. P6-7 supports the unfactored loads shown. The dead load includes the weight of the beam. (a) Draw shearing-force diagrams for (1) factored dead and live load on the entire beam; (2) factored dead load on the entire beam plus factored live load on the left half-span; and (3) factored dead load on the entire beam plus factored live load on the right half-span. D = 1.8 kips/ft 1.4 kips/ft 25 ft Fig. P6-7
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The beam shown in Fig. P6-7 supports the unfactored
loads shown. The dead load includes the weight of
the beam.
(a) Draw shearing-force diagrams for
(1) factored dead and live load on the entire
beam;
(2) factored dead load on the entire beam plus
factored live load on the left half-span;
and
(3) factored dead load on the entire beam plus
factored live load on the right half-span.
D = 1.8 kips/ft
1.4 kips/ft
25 ft
Fig. P6-7
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