2.simple beam structure with roller placement at A and joint placement at B is loaded by external loads which can be seen in the figure below. P= 250 kN q= 20 kN/m M= 150 kN.m C D E 2 m 4 m 2.
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2.1.Write the Equation and describe the style in the latitude of the structure
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- For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.4 × 104 kN·m2 is constant for the beam; w = 3.6 kN/m, LAB = 3.7 m, LBC = 7.4 m, LCH = 3.7 m.3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KNFor the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.
- A 7-m simple beam is carrying a uniform load of 25 kN/m over the entire beam with two-point loads of 15 kN at 1.5 m from both ends. If E = 200 Gpa and I = 0.000332 m^4, determine the following using the Double Integration Method: find a.) Midspan deflection b.) Deflection at 1.5 m from the left reaction.Two uniform loads of 112 kN/m acting downward are supported by a uniform upward pressure of q as shown in the figure.Determine support reaction at B . Given P=100 Kn L=10 m
- A couple M of moment 8 kN·m acting in a vertical plane is applied to a W200 * 19.3 rolled-steel beam as shown. Determine (a) the angle that the neutral axis forms with the horizontal plane, (b) the maxi-mum stress in the beamThe left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m. A.Compute the value of ??? at midspan. B.If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the span.The T-shaped beam shown above is supporting a concentrated load P at its free end. The beam has an allowable bending stress of ?????? = 250 MPa and an allowable shear stress of ?????? = 100 MPa. a) Determine the distance to the neutral axis (?̅), second moment of area (?), and the section modulus (?) of the cross-section.b) Draw the shear force diagram (SFD) and bending moment diagram (BMD) of the beam. On your diagrams, express the values of shear and moment in terms of the applied load P.c) Determine the maximum value of P such that bending failure will not occur.d) Determine the maximum value of P such that shear failure will not occur.e) Based on your answers to (c) and (d), what is the maximum load P that can be applied to the beam? Is this beam bending or shear governed?
- For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.Refer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?A billboard 3m high by 4m wide is supported as shown in the figure. The totl weight of the billboard is 30 kN. H = 1.5 m and tetha= 60 degrees. Wimd pressure, q= 1.6 kpa Wind pressure coefficient = 1.0. Determine the reactions at the support.