If the beam has a 100 lb load applied at middle, and this beam is a steel W12x40 ( 12'' depth, with 40 lb/ft weight). Calculate the maximum bending and reactions.
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If the beam has a 100 lb load applied at middle, and this beam is a steel W12x40 ( 12'' depth, with 40 lb/ft weight). Calculate the maximum bending and reactions.
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- Which of the following is the nearest value for the force at member AC? a. 3.4 kN tension b. 3.4 kN compression c. 1.7kN compression d. 1.7kN tensionA symmetrical portal frame with the horizontal beam element very stiff compared to column elements is loaded as shown. What is the horizontal reaction at support A?Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 m
- What is the normal force at point A and the reaction at point B given thr static friction of 0.85?A bridge girder AB on a simple span of length L = 30 m supports a distributed load of maximum intensity q at mid-span and minimum intensity q/2 at supports A and B that indudes the weight of the girder (see figure). 450 mm 32 mm B 30 m 16 mm- 1800 mm 32 mm 450 mm The girder is constructed of three plates welded to form the cross section shown. Determine the maximum permissible load q (in kN/m) based upon the following. (a) solely based on an allowable bending stress aallow = 110 MPa kN/m (b) solely based on an allowable shear stress tallow = 50 MPa kN/m (c) accounting for both an allowable bending stress ollow and an allowable shear stress Tallow kN/mThe beam is subjected to a service dead load of 2.5k/ft for the entire length and a service live load of 20 kips at 4 ft from left end. The self weight of the beam b = 12in h=24 in has to be added to the dead load for the calculations. How much is the reaction for the design load at point A and paint B?
- Please help me. I will give a thumbs up. Thank you! A 25 m long girder of a bridge is simply supported at the right end and at 3 m from the left end. It is subjected to a highway lane-load consisting of a uniformly distributed load and a concentrated load as follows: Uniformly distributed live load = 10.55 kN/m Concentrated load = 69 kN What is the maximum moment at the middle of the supports in kN-m?STATICS OF RIGID BODIES Three wheel loads rail as a unit across a 12m span. The loads are A-10kn, B-20kN to the right of A; and C-40kN to the right of B. Determine the magnitude of the resultant and show the distance from point A.3