For the simply supported beam shown in the figure, point (C) may represent a point of contraflexure
Q: he beam shown in the figure carries a distributed load and also a concentrated load. Taking into…
A: Part A) Determine the reaction at support by apply equilibrium condition
Q: Q) A simply supported beam shown is loaded as shown in figurel-1. It has the cross section as shown…
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Q: Solve the following problem i- Draw the complete shearing force and bending moment diagram for the…
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Q: Homework; In Figure below, a cantilever beam is subjected to an inclined force (P); calculate: 1-…
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Q: Q) A simply supported beam shown is loaded as shown in figurel-1. It has the cross section as shown…
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Q: Solve the following problem i- Draw the complete shearing force and bending moment diagram for the…
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Q: |(a) Square Beam AB having the circular hollow cross-section as shown in Figure Q1a and it is loaded…
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Q: / The simply supported beam shown in Figure below has a central half of the beam enlarged, so that…
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Q: Ex: For the T beam subjected to distributed load (W), shown in figure,, the beam material can resist…
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Q: Find the slope deflections using any unit load method in the text book. For the beam shown in figure…
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Q: A steel beam is built up from a W 410 x 85 wide flange beam and two 180 mm x 9 mm cover plates (see…
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Q: A simply supported beam is subjected to a 5 kN point load at B, a 3 kNm external moment at C and a 4…
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Q: Find the slope deflections using unit load method or any other method in the text book. For the beam…
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Q: Figure below shows a beam acted upon a triangular distributed load. What is the magnitude and…
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Q: Situation 12: The simply supported beam in FIGURE SOM-008 is fabricated by gluing together three 160…
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A: Let :-∑Fy =…
Q: Consider the beam shown in (Figure 1). Suppose that a = 190 mm , b = 220 mm , c = 10 mm.
A: Moment of Inertia about X-Axis of I Beam is 4.13 x 108 mm4.
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A: since, dimension / length of beam is not given, hence we have assumed suitable length. Draw FBD,…
Q: (a) Figure 6 shows a beam of length 8 m, simply supported at each end, and loaded with a point load…
A: Given dataLength of the beam L = 8mPoint load P = 60kNUniformly distributed load UDL = 30kN/mLength…
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Q: For the prismatic beam attached to the load shown in the figure, get the reactions and show them in…
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Q: Q3: If the figure (2) below shows a bending moment diagram (B.M.D) for the beam CABD, then the load…
A: Bending moment is defined as an internal force resulted from the action of external loads or moments…
Q: Q2: For the cantilever beam with distributed load shown in Figure 2 data (bf,hf,bw,hw) from Table 2,…
A: given:length of the bar l=5muniformly distributed load w=16kN/m
Q: (a) Calculate the required section modulus S if Oallow = 18,000 psi, L = 32 ft, P = 2900 lb, and q =…
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Q: For the simply supported beam shown in the figure, if (q=30 KN/m) and (L=6m), then, the point of…
A: Consider the free body diagram of the beam as shown below. The distributed load can be assumed to…
Q: Q A simply supported beam shown is loaded as shown in figurel-1. It has the cross section as shown…
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Q: Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over…
A: Given dataUDL on 1.5m span UDL1.5 = 30kN/mPoints loads of each 20kN and 10kNUDL on 1m span UDL1 =…
Q: 6. A cantilever beam with cross section shown in Figure 4 and span of 3.6 concentrated load (P) at…
A: Givenmaximum shear stress on section τmax=4MPa
Q: For the simply supported beam shown below find reactions at supports A a В. 2m 14KN 3m 28KN 2m B. D.
A: Let us draw the free body diagram Using the conditions of equilibrium ∑Fy=0RB+RD-14-28=0RB+RD=42KN
Q: The V-shaped beam shown in Fig. 4 has a fixed support at O, and is subjected to an 8 kN point load…
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Q: For the cantilever beam Shown in Figure 2 I. Find the reaction at fixed end RAy 2. Find the reaction…
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Q: A cantilever beam, 850 mm long, carries a uniform load of 5 kN/m. What is the value of Ely at the…
A: GIven: Cantilever beam w=5 kN/m L=850 mm TO determine: EIy at free end
Q: A simply supported beam is loaded as shown in the Figure. The corresponding SFD and BMD would be: 20…
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Q: 3. For a single element beam as shown in figure below, its equivalent nodal load matrix should be W
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Q: simply supported beam in Figure below has a rectangular s section 120 mm wide and 200 mm high: 1.…
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Q: Q) A simply supported beam shown is loaded as shown in figurel-1. It has the cross section as shown…
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Q: (a) The Figure la show the cross-section of a beam. All dimension are in cm. 10 2 10 Figure la (i)…
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Q: Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over…
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Q: Q) A simply supported beam shown is loaded as shown in figure l-1. It has the cross section as shown…
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Q: For the simply supported beam shown below find reactions at supports A and В. 2m 14KN 3m 28KN 2m
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Q: A homogeneous, prismatic beam shown in the figure has a weight of 4.7 kN/m and is carrying a…
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Q: Question Four A beam of the cross section that is shown in Figure a was supported by two rigid…
A: given data: maximum allowable tensile stress σ=50MPa own weight of beam(w)=1.5KN/mweight of beam…
Q: Y kN 6 kN/m B 2 m -5 m Figure 3: A simply supported beam with uniformly distributed load (udl) and a…
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Q: 3. For a single element beam as shown in figure below, its equivalent nodal load matrix should be W…
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Q: Q.1) For the figure shown, have the following information: (2) Link (1) made Link (2) made of…
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Q: wL P w B C -6L-
A: Linear deviation of the longitudinal axis of the beam is known as deflection whereas angular…
Q: (a) Square Beam AB having the circular hollow cross-section as shown in Figure Qla and it is loaded…
A: Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: Q4: For the simply surported beam loaded as in the figure. " 10 kN/m 1. Find the beam deflection…
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Q: Two beams (see figure) are loaded the same and have the same support conditions. However, the…
A: Solution: Given Data: Note: As you have answered multiple sub-parts, we can answer only three…
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- Two flat beams AB and CD, lying in horizontal planes, cross at right angles and jointly support a vertical load P at their midpoints (see figure). Before the load P is applied, the beams just touch each other. Both beams are made of the same material and have the same widths. Also, the ends of both beams are simply supported. The lengths of beams AB and CD are LABand LCD, respectively. What should be the ratio tABltCDof the thicknesses of the beams if all four reactions arc to be the same?Beam ABC is fixed at support A and rests (at point B) upon the midpoint of beam DE (see part a of the figure). Thus, beam, ABC may be represented as a propped cantilever beam with an overhang BC and a linearly elastic support of stiffness k at point B (see part b of the figure). The distance from A to B is L = 10 ft, the distance from B to C is L/2 = 5 ft, and the length of beam DE is L = 10 ft. Both beams have the same flexural rigidity EI. A concentrated load P = 1700 lb acts at t lie free end of beam ABC. Determine the reactions RA, RB+ and MAfor beam ABC. Also, draw the shear-force and bending-moment diagrams for beam ABC, labeling all critical ordinates.Cantilever beam AB carries an upward uniform load of intensity q1from x = 0 to L/2 (see Fig. a) and a downward uniform load of intensity q from x = L/2 to L. Find q1in terms of q if the resulting moment at A is zero. Draw V and M diagrams for the case of both q and qtas applied loadings. Repeat part (a) for the case of an upward triangularly distributed load with peak intensity q0(see Fig. b). For part (b), find q0, instead of q1
- -3 The deflection curve for a simple beam AB (see figure) is given by v=q0x360LEI(7L410L2x2+3x4) Describe the load acting on the beam.A simple beam of length L = 5 m carries a uniform load of intensity q = 5,8 kN/m and a concentrated load 22.5 kN (see figure). (a) Assuming tra]]ow = 110 MPa, calculate the required section modulus S. Then select the most economical wide-flange beam (W shape) from Table F-l(b) in Appendix F, and recalculate S, taking into account the weight of the beam. Select a new beam if necessary. (b) Repeat part (a), but now assume that the design requires that the W shape must be used in weak axis bending (i.e., it must bend about the 2-2 (or y) axis of the cross section).A counterclockwise moment M0acts at the midpoint of a fixed-end beam ACB of length L (see figure). Beginning with the second-order differential equation of the deflection curve (the bendingmoment equation), determine all reactions of the beam and obtain the equation of the deflection curve for the left-hand half of the beam. Then construct the shear-force and bending-moment diagrams for the entire beam, labeling all critical ordinales. Also, draw the deflection curve for the entire beam.
- Two beams (see figure) are loaded the same and have the same support conditions. However, the location of internal axial, shear, and moment releases is different for each beam (see figures). Which beam has the larger maximum moment?A simply supported wooden I-beam with a 12-ft span supports a distributed load of intensity q = 90 lb/ft over its length (see figure part a). The beam is constructed with a web of Douglas-fir plywood and flanges of pine glued to the web, as shown in the figure part b. The plywood is 3/8 in. thick: the flanges are 2 in, × 2 in, (actual size). The modulus of elasticity for the plywood is 1,600,000 psi and for the pine is 1,200,000 psL Calculate the maximum bending stresses in the pine flanges and in the plywood web. What is q, if allowable stresses are 1600 psi in the flanges and 1200 psi in the web?A fixed-end beam AB of a length L supports a uniform load of intensity q (see figure). Beginning with the second-order differential equation of the deflection curve (the bending-moment equation), obtain the reactions, shear forces, bending moments, slopes, and deflections of the beam. Construct the shear-force and bending-moment diagrams, Labeling all critical ordinales.
- A propped cantilever beam, fixed at the left-hand end A and simply supported at the right-hand end B, is subjected to a temperature differentia] with temperature T1on its upper surface and T2on its lower surface (see figure).The compound beam shown in the figure consists of a cantilever beam AB (length L) that is pin-connected to a simple beam BD (length 2L). After the beam is constructed, a clearance c exists between the beam and a support at C, midway between points B and ZX Subsequently, a uniform load is placed along the entire length of the beam. What intensity q of the load is needed to close the gap at C and bring the beam into contact with the support?A foot bridge on a hiking trail is constructed using two timber logs each having a diameter d = 0.5 m (see figure a). The bridge is simply supported and has a length L = 4 m. The top of each log is trimmed to form the walking surface (see Fig, b)LA simplified model of the bridge is shown in Fig. g. Each log must carry its own weight w = 1.2 kN/m and the weight (P = 850 N) of a person at mid-span, (see Fig. b). Determine the maximum tensile and compressive stresses in the beam (Fig, b) due to bending. If load h is unchanged, find the maximum permissible value of load ... if the allowable normal stress in tension and compression is 2.5 M Pa.