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Prob. 1.4-10. For the beam shown in Fig. P1.4-10, determine: (a) the reactions at supports B and C, and (b) the internal resul- tants at section E, midway between the supports.

Prob. 1.4-10. For the beam shown in Fig. P1.4-10, determine: (a) the reactions at supports B and C, and (b) the internal resul- tants at section E, midway between the supports.

Structural Analysis
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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Prob. 1.4-10 in picture please

4 kips 30⁰1 20 kN 1 kip/ft A --4 ft- B B -3 ft- P1.4-9 Prob. 1.4-10. For the beam shown in Fig. P1.4-10, determine: (a) the reactions at supports B and C, and (b) the internal resul- tants at section E, midway between the supports. E D -3 ft- P1.4-10 C 201C 2 kips/ft 20 kN/m -4 m4m4m4 m D H 50 kN.m Prob. 1.4-11. A log that weighs 3600 lb and is 30 ft long is being hoisted by a cable that passes over two pulleys, as shown in Fig. P1.4-11. In the position shown, the cable from the log to the first pulley is vertical, and the log is inclined at an angle of 30° to the ground. Assume that neither the ground nor the block at A provides any moment restraint, and neglect the radial distance from the center of the log to the two points of contact at A.
Transcribed Image Text:4 kips 30⁰1 20 kN 1 kip/ft A --4 ft- B B -3 ft- P1.4-9 Prob. 1.4-10. For the beam shown in Fig. P1.4-10, determine: (a) the reactions at supports B and C, and (b) the internal resul- tants at section E, midway between the supports. E D -3 ft- P1.4-10 C 201C 2 kips/ft 20 kN/m -4 m4m4m4 m D H 50 kN.m Prob. 1.4-11. A log that weighs 3600 lb and is 30 ft long is being hoisted by a cable that passes over two pulleys, as shown in Fig. P1.4-11. In the position shown, the cable from the log to the first pulley is vertical, and the log is inclined at an angle of 30° to the ground. Assume that neither the ground nor the block at A provides any moment restraint, and neglect the radial distance from the center of the log to the two points of contact at A.
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