360 lb/ft. Round the final Determine the reactions at the beam supports for answer to the...
Determine the reactions at the beam supports for the given loading if F1 is 360 Ib/ft. (Round the final answers to the nearest whole number.) F1 150 lb/ft 4 ft The reaction A at the beam support is The moment MA at the beam support is 3 ft lb lb-ft
determine the reactions at beam supports for the given loading when w0=150lb/ft 450 lb/ 44.1 kip-ft A AB |--4ftola Fig. P5.76 and P5.77
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
The beam supports the triangular distributed load shown below with wmax = 510 lb/ft. The reactions at A and B are vertical. w A IB D 6 ft 6 ft 6 ft 4.5 A 4.58 Part A Determine the resultant internal loadings on the cross section at point Express your answers, separated by commas, to three significant figures. VO AED If vec ? Nc=, Vc =, Mc = kip, kip, kip-ft Submit Request Answer
The beam supports the triangular distributed load shown below with wmax=625 lb/ft. The reactions at A and B are vertical. <HW #1 Problem 1.15 The beam supports the triangular distributed load shown below with wax 625 lb/ft. The reactions at A and B are vertical. 6ft 4545 6 ft 6ft Part A Determine the resultant internal loadings on the cross section at point C Express your answers, separated by commas, to three significant figures. vec kip, kip kip-ft Submit
A rectangular steel-reinforced concrete beam supports a uniformly distributed load of 875 lb/ft (including the beam weight) for a span of 24 ft. The breadth of the beam is 12 in. Concrete with a specified compressive of 3000 lb/sqin and grade 60 steel for tensile and web reinforcement are specified. Four longitudinal tensile bars are to be used. If required, No. 3 stirrups will be used. Determine the minimum effective depth of the beam section (Round to the nearest inch...
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
Determine the reactions at the beam supports for the given loading.
Problem 3 150 lb/ft Determine the reactions at A and B for the given beam. Neglect the thickness of the beam. 6 ft 8 ft
4. (a) Draw the free-body diagram of the beam. (b) Determine the reactions at the supports. 100 lb 400 lb 900 ft-lb 4 ft 4 ft 3 ft