answer is c " reaction is perpendicular to the beam"
because all the reaction forces acts perpendicular to the bodies
remaining options are wrong because
a- only Vertical reaction is present for a roller support
b- no horizontal reaction is present
d- reactioms will not be parallel
Pages For the sloping beam with a vertical load (P), which answers best descripes the reaction...
Beam with bending loadThe beam AD below is made of steel A-36 and has a cross section as indicated. This beam is loaded between A and B with a distributed load with intensity w and at D with a vertical force P downwards. At A the beam is supported with a fixed clamping and at C with a roller bearing. The own weight of the beam may be neglected. Handle the orientation of the given x-y axis system. L=185Determine all support...
Q2 The simply supported beam of length L is subjected to a vertical point load P at its middle, as shown in Figure Q2. Both young's modulus and second moment of area of this structure are given as E and I. Please provide your answers in terms of letters P,L,1, E. Self-weight of the beam is neglected. P L/2 L/2 Figure Q2 (a) Determine the reactions, bending moment equation along the beam and draw the corresponding bending moment diagram. [10]...
Q2 The simply supported beam of length L is subjected to a vertical point load P at its middle, as shown in Figure Q2. Both young's modulus and second moment of area of this structure are given as E and I. Please provide your answers in terms of letters P,L,1,E. Self-weight of the beam is neglected P L/2 L/2 Figure Q2 (a) Determine the reactions, bending moment equation along the beam and draw the corresponding bending moment diagram. [10] (b)...
Figure 1 shows a simply supported beam with load P applied at point C and D. If P = 40 kN, L= 3 m and a = 1 m, (a) draw the free-body diagram of the beam; (b) determine the support reaction forces at A and B; (c) determine the shear force and moment in AC, CD and DB sections; (d) draw the shear and moment diagrams of the beam. P P A B D X a a L
Question 22 For the loaded beam in the figure below, determine the vertical reaction force RB for P1 = 40 N, 91 = 40 Nm. P-40 Ũ 83 N 40N 58 N 88N Question 23 For the loaded beam in the figure below, determine the vertical reaction force RA for P1 = 40 N. 91 = 40 Nm. P. - 40 9.-40 0 58 N 088N Z ( 37 Z
Question 4 A uniform beam of arbitrary, unsymmetrical cross-section and length 21 is built-in at one end and simply supported in the vertical direction at a point half-way along its length. This support, however, allows the beam to deflect freely in the horizontal x direction (Figure Q4) For a vertical load W applied at the free end of the beam, calculate and draw the bending moment diagram, putting in the principal values. Figure Q4 [Answers: M.-0, MB-WI, MA--W1/2 linear distribution...
The cantilever beam is subjected to a concentrated load of
P = 29 kips. The cross-sectional dimensions of the
wide-flange shape are shown in the second figure. Assume
yH=3.4 in., yK=1.6 in.,
d=10.6 in., tw=0.323 in.,
tf=0.507 in., bf=6.12 in.
Determine:
The cantilever beam is subjected to a concentrated load of P 29 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume y,-3.4 in., Ук_ 1.6 in., d-10.6 in., t,-0.323 in., tf-0.507 in., bf-6.12...
1) A horizontal beam carries a load of 200 N A F 1. The horizontal beam weighs 2 kN. The beam is pinned at point B. It is restrained by a thin aluminum rod CD. a) draw the free body diagram of the beam AC, and b) determine the force acting at point Fie 2) A beam of square cross-section 30 x 30 mm is connected with a bolt of 25 mm diameter. The bolt exerts a force 40 KN...
The cantilever beam is
subjected to a concentrated load of P = 52 kips. The
cross-sectional dimensions of the wide-flange shape are shown in
the second figure. Assume yH = 3.2 in.,
yK = 1.8 in., d = 10.8 in.,
tw = 0.354 in., tf = 0.414
in., bf = 6.62 in. Determine:
(a) the shear stress τH at point H, which is located 3.2
in. below the centroid of the wide-flange shape.
(b) the maximum horizontal shear stress τmax...
P=10 kN A cantilever beam is subiected to a concentrated force P, a uniformly distributed load w and a moment MI shown in the figure. Neglect the weight of the beam. (a) Draw the free body diagram for the beam showing all the 2 m reactions, replacing the support M.-2 kNm by the reaction forces/moments. (b) Use the equations of equilibrium to find the reaction forces/moments at R (c) Give the expression for the shear force, V- V(x), and the...