2. The beam shown below supports the unfactored loads shown in the figure. The deadload includes the weight of the beam. Draw shear force diagrams for factored dead andlive load on the entire length of beam.D=2.0 kips/ftL= 1.5 kips/ftBCD8 ft8 ft+6 ft

Answered: 2. The beam shown below supports the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Consider the beam shown in (Figure 1). Suppose that P = 6 kip, w = 1.2 kip/ft. Point E is just to the right of the 6-kip load. Follow the sign convention. Figure -6 ft + D 6 ft W B 4 ft- E -4 ft T 1 of 1 Part A Determine the normal force at section passing through point D. Express your answer to three significant figures and include the appropriate units. ND = Submit Part B VD = Submit Determine the shear force at section passing through point D. Express your answer to three significant figures and include the appropriate units. Part C Value MD Request Answer = Value Request Answer Determine the moment at section passing through point D. Express your answer to three significant figures and include the appropriate units. ULA Units Value Submit Request Answer Units ? Units ?
Nd,Vd,Md,Ne,Ve,Me
Please just solve part E
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Draw the shear-force and bending-moment diagrams for the beam shown. Determine the bending moment 3.07 ft to the right of point A if P = 3.41 kips and Q = 4.9 kips. Round off the final answer (in lb ft) to two decimal places. ... y P D X C A 2 ft 93 B 6 ft - 4 ft →

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2. The beam shown below supports the unfactored loads shown in the figure. The dead load includes the weight of the beam. Draw shear force diagrams for factored dead and live load on the entire length of beam. D=2.0 kips/ft L= 1.5 kips/ft B C D 8 ft 8 ft + 6 ft