The beam shown below is subjected to an applied moment of 8kNm and a uniformly distributed load of 2kN/m, and is supported at A by a pinned connection and at B by a roller connection. Identify the corresponding shear force diagram from the options given below.
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Q: A rectangular beam 150mm wide by 250mm high carries a uniformly distributed load of 8kN/m and a…
A: given; dimension of rectangular beam(b*d)= 150mm*250mmlets take reaction force=R1lets take reaction…
Q: Q1) A simply supported beam is 3 m long and carries a vertical load of 5 kN at point Im from the…
A: Given: The forces acting on the beam are as:
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Q: 4.0 kN/m 2 m 40.0 kN-m A 2 m 2 m 6.0 kN/m 6m → B W200 x 35.9 Section 100.2 mm 100.2 mm I. = 34.4×106…
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Q: A beam 8 m span is freely supported at its ends and a udl of 40 KN/m is spread over the whole span…
A: The schematic diagram of the beam is as follows: The free body diagram of the beam is as follows:
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Q: A beam simply supported at the ends of a 25- ft span carries a uniformly distributed load of 1000…
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Q: Determine the absolute maximum normal stress (in unit of MPa) in the beam with external loadings…
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Q: DA rectangular beam 150mm wide by 250mm high carries a uniformly distributed load of 8kN/m and a…
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Q: A conveyor beam has the cross-section shown in Fig. 4.24 and it is subjected to a bending moment in…
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Q: Question 1: [Shear stresses and bending moments] A beam ABCDEF is 10 m long and is supported at…
A: Given data, Beam is ABCDEF ie. A to F , Simply support at B and E Distance between A nd B is 2 m…
Q: Q2 A beam of 4-m span is in the form of a cross bar as shown in Fig. (2) It carries a uniformly…
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Q: To analyze a beam subjected to a vertical force and a triangular distributed load, determine the…
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Q: A beam with a half-circular cross-section with radius R = 1.7 in is subjected to a maximum positive…
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Q: Problem 3: Calculate the maximum shear stress in the following beam section due to an internal shear…
A: Find the maximum shear stress .
Q: Q.5. A beam 8 m span is freely supported at its ends and a udl of 40 KN/m is spread over the whole…
A: l = 8m b = 0.2m d = 0.4m udl load = 320KN at center: 4m from left concentrated load = 150KN: 3m from…
Q: Q5: A hollow stcel pipe (D 100 mm; d= 75 mm) supports a concentrated load of P = 10 kN. The span…
A: given : V = 10KN D = 100 mm , d = 75 mm
Q: A 1.6-m-long cantilever beam supports a concentrated load of P= 7.2 kN. The beam is made of a…
A: solution given data L=1.6m P=7.2 KN b=120mm d'=280mm d=85mm
Q: In Problem 4 (above), what is the shear force in section AB. Also, draw and label the shear diagram…
A: Solving question no 5 only Pls, repost the question with a specified question to be solved. As per…
Q: The beam shown below is subjected to a point load of 10kN and a uniformly distributed load of 3kN/m,…
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Q: To analyze a beam subjected to a vertical force and a triangular distributed load, determine the…
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Q: The channel section carries a uniformly distributed load totaling 6W and two concentrated loads of…
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Q: 5.41 The inverted T-beam supports three concentrated loads as shown in the fig- ure. Find the…
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Q: The following beam is constructed of four wood boards as shown and resists a vertical shear force V…
A: a) Section properties : I = 1123×0.75×0.75 =0.046875 in4 Q = y^A'=0.752×3×0.75 = 0.84375 in4 There…
Q: The overhanging beam ABC of span 5.4 m is constructed of a W360 X 216 rolled-aluminium shape. It…
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Q: Determine the absolute maximum shear stress (in unit of MPa) for the point H on the bottom surface…
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Q: The compound beam shown in (Figure 1) is subjected to a uniform dead load of 300 lb/ft and a single…
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Q: A beam has a rectangular cross section 80 mm wide and 120 mm deep. It is subjected to a bending…
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Q: 6 kN/m +x 18 kN-m A B D 3.0 m- 3.0 m- 4.0 m An l-section Beam ABCD is pin supported at points B and…
A: For solution refer below images.
Q: The beam given in the figure below is subjected to the uniform distributed load of w350 kN/m. (a)…
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Q: A girder ABCDE bears on a wall for a length BC and is prevented from overturning by a holding-down…
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Q: The shear stress at the neutral axis in a beam of triangular section with a base of 40 mm and height…
A: Given data : Shear force =V V=3 KN Height=h h=20 mm Base=B B=40 mm To find : Shear stress at…
Q: For the beam shown in Fig. Determine the value of the mm distributed load W if the maximum shear…
A: Given beam
Q: From the given figure below, determine the minimum width of the beam if the flexural stress is not…
A: The minimum width of the beam: bmin = 231.11 mm
Q: simply supported beam with a length of 4m is loaded with a uniform distributed load (w). The beam…
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Q: 5.41 The inverted T-beam supports three concentrated loads as shown in the fig- ure. Find the…
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Q: The composite beam in Fig. a is made of wood and reinforced with a steel strap located on its bottom…
A: Firstly transform the section into the steel bsteel=nbwood bsteel=(12/200)(150)=9mm To find out the…
Q: H 125 mm 150 mm 125 mm 125 mm 300 mm 125 mm 2 m 35 KN/m 5m 20 KN 3 m
A: Solution; The reaction at the support is calculated as: ΣFy=0RA+RB=35(10)+20=370…
Q: For the cantilever beam (with a uniform load) shown below, determine the maximum shear and flexural…
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Q: A beam of circular cross-section has a length of 5m and is simply supported at its ends. It is…
A: Given data: The length of the beam is L=5 m The maximum bending stress is σb=13 MPa The maximum…
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- A simple beam with a W 10 x 30 wide-flange cross section supports a uniform load of intensity q = 3.0 kips/ft on a span of length L = 12 ft (sec figure). The dimensions of the cross section are q = 10.5 in., b = 5.81 in., t1= 0.510 in., and fw = 0.300 in. Calculate the maximum shear stress tjuly on cross section A—A located at distance d = 2.5 ft from the end of the beam. Calculate the shear stress rat point Bon the cross section. Point B is located at a distance a = 1.5 in. from the edge of the lower flange.A hollow steel box beam has the rectangular cross section shown in the figure. Determine the maximum allowable shear force K that may act on the beam if the allowable shear stress is 36 MPa. cA wood box beam is constructed of two 260 mm × 50 mm boards and two 260 mm × 25 mm boards (sec figure). The boards are nailed at a longitudinal spacing. b = 100 mm. If each nail has an allowable shear force F = 1200 N. what is the maximum allowable shear force Vmax?
- A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves slowly across a simple beam AB (sec figure). The load transmitted to the beam from the front axle is 2200 lb and from the rear axle is 3800 lb. The weight of the beam itself may be disregarded. Determine the minimum required section modulus S for the beam if the allowable bending stress is 17,0 ksi, the length of the beam is 18 ft, and the wheelbase of the carriage is 5 ft. Select the most economical I-beam (S shape) from Table F-2(a), Appendix F..2 A ligmio.irc ii supported by two vorlical beams consistins: of thin-walled, tapered circular lubes (see ligure part at. for purposes of this analysis, each beam may be represented as a cantilever AB of length L = 8.0 m subjected to a lateral load P = 2.4 kN at the free end. The tubes have a constant thickness ; = 10.0 mm and average diameters dA = 90 mm and dB = 270 mm at ends A and B, re s pec lively. Because the thickness is small compared to the diameters, the moment of inerlia at any cross section may be obtained from the formula / = jrrf3;/8 (see Case 22, Appendix E); therefore, the section modulus mav be obtained from the formula S = trdhlA. (a) At what dislance A from the free end docs the maximum bending stress occur? What is the magnitude trllul of the maximum bending stress? What is the ratio of the maximum stress to the largest stress (b) Repeat part (a) if concentrated load P is applied upward at A and downward uniform load q {-x) = 2PIL is applied over the entire beam as shown in the figure part b What is the ratio of the maximum stress to the stress at the location of maximum moment?The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, / is the moment of inertia of the cross-sectional area, /lis the height of the beam, and i] is the distance from the neutral axis to the point where the shear stress is being determined (Fig. 5-32). By integrating over the cross-sectional area, show that the resultant of the shear stresses is equal to the shear force V.
- An S6 × 12.5 steel cantilever beam AB is supported by a steel tic rod at B as shown. The tie rod is just taut when a roller support is added at Cat a distance s to the left of £, then the distributed load q is applied to beam segment AC, Assume E = 30 × 106 psi and neglect the self-weight of the beam and tie rod. Sec Table F-2(a) in Appendix F for the properties of the S-shape beam. (a) What value of uniform load q will, if exceeded, result in buckling of the tie rod if L1, =6 ft, s = 2 ft, H = 3 ft, and d = 0.25 in.? (b) What minimum beam moment of inertia ibis required to prevent buckling of the tie rod if q = 200 lb/ft, L1, = 6 ft, H = 3 ft, d = 0.25 in., and s = 2 ft? (c) For what distance s will the tic rod be just on the verge of buckling if q = 200 lb/ft, L1= 6 ft, M = 3 ft, and d = 0.25 in.?A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the figure. The diameter dBof the bar is 1/4 in., the diameter D Wof the washers is 7/8 in., and the thickness is of the fiberglass deck is 3/8 in. If the allowable shear stress in the fiberglass is 300 psi, and the allowable bearing pressure between the washer and the fiberglass is 550 psi, what is the allowable load P allowon the tie-down?A circular pole is subjected to linearly varying distributed force with maximum intensity t0. Calculate the diameter daof the pole if the maximum allowable shear stress for the pole is 75 M Pa.
- A frame ABCD is constructed of steel wide-flange members (W8 x 21; E = 30 x ID6 psi) and subjected to triangularly distributed loads of maximum intensity q0acting along the vertical members (see figure). The distance between supports is L = 20 ft and the height of the frame is h = 4 ft. The members are rigidly connected at B and C. Calculate the intensity of load q0 required to produce a maximum bending moment of 80 kip-in. in the horizontal member BC. If the load q0 is reduced to one-half of the value calculated in part (a), what is the maximum bending moment in member BC? What is the ratio of this moment to the moment of 80 kip-in. in part (a)?The three beams shown have approximately the same cross-sectional area. Beam 1 is a W 14 X 82 with flange plates; beam 2 consists of a web plate with four angles; and beam 3 is constructed of 2 C shapes with flange plates. Which design has the largest moment capacity? Which has the largest shear capacity? Which is the most economical in bending? Which is the most economical in shear? Assume allowable stress values are: = 18 ksi and ra=11 ksi. The most economical beam is that having the largest capacity-to-weight ratio. Neglect fabrication costs in answering parts (c) and (d) above. Note: Obtain the dimensions and properties of all rolled shapes from tables in Appendix F.A box beam is constructed of four wood boards as shown in the figure part a. The webs are S in, x 1 irt and the flanges arc 6 in. X 1 in. boards (actual dimensions), joined by screws for which the allowable load in shear is F = 250 lb per screw. Calculate the maximum permissible longitudinal spacing ,vfflax of the screws if the shear force ^is 12001b. Repeat part (a) if the flanges arc attached to the webs using a horizontal arrangement of screws as shown in the figure part b.