The beam supports the distributed load with wmax 6.0 kN/m as shown. The reactions at the...
The beam supports the distributed load with Wmax = 6.0 kN/m as shown. The reactions at the supports A and B are vertical. Part A Determine the resultant internal loadings acting on the cross section at point C.
The beam supports the distributed load with wmax=3.6 kN/mwmax=3.6 kN/m as shown. The reactions at the supports AA and BB are vertical. Determine the resultant internal loadings acting on the cross section at point C. Nc=?,Vc=?,Mc=? -- 1.5 m - 3 m — 1.5 m
Problem 1.9 The beam supports the distributed load with Wmax 3.2 kN/m as shown. The reactions at the supports A and B are vertical. .5 m .5 m PartA Determine the resultant internal loadings acting on the cross section at point D Express your answers, separated by commas, to three significant figures. kN, kN, kN.m 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
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
A beam supports a variably distributed load as shown in Figure 3. Given a pin support at A, and a roller support at B, calculate the support reactions. Lw 6 kN/m lw 2 kN/m 2 m Figure 3 Beam supporting a variably distributed load
determine the reactions at the supports for the beam shown. 150 kN stant 40 kN/m rmly e ex- ns of and 8 m 20 kN/m s as A 6 m 6 m 6 m FIG. P3.17
4) Beam AB has a distributed load as shown and rocker supports at A and B. If the weight of the beam is negligible, the force R (N) is most nearly BkN/m b) 12 c) 10 d) 24 e) None of these AaBbc I Normal AaBbc AaBbci AaBbcc Aabi Abel ABC 1 No Spaci. Heading 1 Heading 2 Title Subtitle Sube d) 19kN-m e) 32kN-m 4) Beam AB has a distributed load as shown and rocker supports at A and...
The assembly supports a uniform distributed load w 115 kN/m as shown. 1 m 2 m DE 5 1.5 m 0.5 m 0.5 m 0.5m Tap image to zoom Part A Determine the resultant internal loadings at cross sections at point E on the assembly. Express your answers, separated by commas, to four significant figures. 0.6468, -0.2874,0.5875 kN, kN, kN.m Request Answer Incorrect Try Again: 2 attemnts
For the beam below, let the uniform distributed load (w) be 15 kN/m and the beam spans length (L) be 5 m, and El=1000.0 kN/m . Taking redundant Rgt, use the force method to solve: w В + L L (1) 48 (m) for the primary beam; (2) 888 (m) for the primary beam with redundant Rg= 1 kN; (3) The vertical reaction Rg (kN); (4) The vertical reaction RA (kN); (5) The vertical reaction Rc (kN); < (6) The...