Problems 67 For the beam and loading shown, determine (a) the mag- 6 and and location...
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
For the beam and loading shown, please (a) determine the
reactions at A and C, (b) draw the shear and bending moment
diagrams, and (c) find the maximum normal stress on the
beam.
2000 lb 200 lb/ft 4 ft 4 ft 6 ft
It’s statics please I need clear answer quickly. Thanks
2 or the beam and loading shown: (a Replace the distributed forces with a 16 kN/m ingle resultant force and location of its application. 6 KN 8 KN/m (b) Determine the reactions at supports A and B. 3 m 6 m
300 lb 300 lb 6 in. A D For the beam and loading shown, determine the range of the distance a for which the reaction at B does not exceed 100 lb downward or 200 lb upward. 50 11 8 in. 12 in 4 in
Strength of material
1. The beam supports the distributed load shown. Find the resultant internal loading on the cross section through point C. (4 pts) 300 Ib/ft
300 lb 300 lb - 6 in.-- For the beam and loading shown, determine the range of the distance a for which the reaction at B does not exceed 100 lb downward or 200 lb upward. D С 50 lb Sin. 12 in 4 in 300 lb 6 in. B D C 150 lb 8 in. 12 in. 4 in
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
The loading on the bookshelif is distributed as shown. Determine the magnitude of the equivalent resultant location, measured from point 2 lb/ft 3.5 lb/ft 2.75 ft 4 ft 1.5 ft
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
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