What is the shear in member BC to the nearest 0.1k? L1 = 7 ft L2 = 8 ft L3 = 18 ft P = 8 k Pc = 9 k PC L3 B L2 L1 A
Q: 875 V AN) -125 25 Identify the loaded beam where this shear diagram is from.
A: GivenShear force diagram SFD
Q: A shear force of V= 300 kN is applied to the box girder. Determine the shear flow at points D. 90 mm…
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Q: A 5-mm thic< plate of steel is formed into the cross section shown in Fig. P8.13. Locate the shear…
A: The Center of the shear is defined as the place on the section of the beam where the load is…
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Q: How to draw SHEAR AND MOMENT DIAgram) 6kps 3 kips/ft RA A RB 21 12' G' 727Kips
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Q: Q2. Calculate the maximum bending stress developed. Is it safely designed (Fb = 30 ksi? 4" 4' Beam…
A: The free body diagram of the beam is as follows.
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Q: Shear and Moment Diagram 1. Draw the Shear and Moment Diagram. 20 kN III 10 KN 5m SORN m 10 m 20 kN…
A: To determine the shear force and bending moment diagram for the given loading.
Q: Problem 1: What is the shear stress at point A if the internal shear, V, is 147 kN? 0.2 m 0.2 m 0,2…
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Q: Q1/ The channel section shown below is simply 30 mm 30 mm supported over a span of 5 m and carries a…
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Q: The force required to shear the bolt in a flange coupling is 7.5 kN. The bolt has a shear stress of…
A: Given information, Shear force is 7.5kN, Shear stress is 2MPa Find , Dia of bolt d
Q: 1500 N 1000 N/m 600 N/m 30 0.9m 0.9m | 0.9m to 0.9m
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Q: The beam is constructed from two boards fastened together at the top and bottom with three rows of…
A: Given Data: Number of nails, n=3 Space between nails, s=4 in
Q: A 5-mm thick plate of steel is formed into the cross section shown in Fig. P8.13. Locate the shear…
A: The Center of the shear is defined as the place on the section of the beam where the load is…
Q: Which of the following equations corresponds to the magnitude of the internal shear of section a-a'?…
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Q: Find the shearing stress at points P1 and P 3. Fixed support 200 mm 12.5mm P3 P2 P1 100 mm +50 mm…
A: GIVEN: P=1KN Diameter: d=50mm length of rod-1: l1=100mm length of rod-2 up to point A: l2=200mm…
Q: Members A and B are made of wood and have a thickness t = 6 mm. If member B is subjected to a…
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Q: The simply supported beam is built up from three boards by nailing them together as shown. Im 1 m…
A: find the allowable spacing of the nails.
Q: The beam is constructed from two boards fastened together at the top and bottom with three rows of…
A: Given Data: Distance between nails, s=4 in
Q: 20 KN it 80 Q3/ A bracket is supported using 4 rivets having same size, as shown in Figure 3.…
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Q: PI-2. In cach case, determine the largest internal shear force resisted by the bolt. Include all…
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Q: P7-2. force resisted by the bolt. Include all necessary free-body diagrams. determine the largest…
A: Draw the free-body diagrams for both central panels respectively between 'A and B', and 'B and C'.…
Q: B. Two springs were attached in a series as shown. The maximum Shearing stress of the spring is…
A: Given data: τ=200 MPaG=80 GPa Need to determine the maximum allowable load and total elongation.
Q: width of the plates and pin if the load applied is 45 KN. The allowable tensile 180MPA and the…
A: Find the width of the pin by using the below expression. Now substitute the required value in the…
Q: The two plates are joined together using a rectangular pin. What is the smallest width of the plates…
A: given data: applied load (P)=45KN=45*103N dimension of pin=wx15mm allowable shear stress (τs)=120MPa…
Q: A shear force of V= 550 kN is applied to the box girder. Determine the shear flow at points D. 90 mm…
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Q: a) Find the twist angle of the free end. b) Find the shear center of the cross-section. The material…
A: Shear center : it is the point of application of the resultant shear stress, i.e., the point at…
Q: F1 F2 M Determine the shear force and bending moment in the beam. Use F1 = 1100 N, F2 = 900 N, M-900…
A: We are suppose to solve only 3 subparts. Please post other parts as a separate question.
Q: If a cantilever beam of length 10 m carries a point load of 25 kN at its free end, then kN is the…
A: Given Load, P = 25 kN Length, L = 10 m
Q: per the attached figure: a shear force of V=340 kN is applied to the box girder. determine the…
A: Consider the figure showing the cross-section of the structure (box). Here, the neutral axis is N.
Q: 2) +$/gi asi 口。 咖 100 D16/gt efs 2100 16.pt 3ft è E
A: The support reaction at the end : ΣFy=0RB+RE=(150×3)+12×5×100=700 lb…
Q: Draw Shear /moment diagram 200 los/fe 1bs, 50olbs 300bs A I' 1.5' 2'
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Q: de diameter of 250 mm. The pole is subjected to es uniformly from 800 N/m at the base to 1200…
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Q: Draw shearing stress distribution of the critical section? 500kN 12тm 12mm 276mm 12тm 150тm
A: Answer: The shearing stress distribution of the critical section is shown below:
Q: 3.The bending stress at a distance (h/2) of the I-section shown below is zero.(True/False) 4. The…
A: Shear stress distribution for the I-section of the beam, As you have seen in the above picture the…
Q: F=(X+4) kN |B L=Y+1 m L=Y+1 m S=1YX mm 30 mm 1 H=2X0 mm -H- 300mm - - 30 mm 30 mm 30 mm The…
A: The maximum load P that can be applied to the load end of the beam is 8.6 kN.
Q: 2. A shaft made of mild steel. The supported length of the shaft is 3 meters. It carries two pulleys…
A: From the figure it is clear that the beam is subjected to symmetric loading Therefore, RA=RB…
Q: Determine the reaction forces R1 and R2
A: we have to evaluate the reaction force r1 and r2
Q: 07. Find the smallest diameter that can be used in the clevis shown below if P = 400 kN. The working…
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Q: If the pin at C has a diameter of 5 mm and is subjected to double shear, the maximum average shear…
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Q: Draw shearing stress distribution of the critical section? 500kN 12mm 12mm 276mm 12mm 150mm
A: Explanation: The stepwise procedure to solve this problem is shown in the following attached image:
Q: Q/ Find the bending stress at point k ? 10 mm 5 kN-m 40 mm 5 kN-m K 150 mm H 15 120 mm
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Q: For the cross-section shown in Figure 2, determine the location of the shear center (e ?) 100mm 10mm…
A: Shear center of the given sectionis given by the…
Q: The beam is constructed from three boards. (Eigute 1) It is subjected to a shear of V4.1 kip. Each…
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Q: positive/negative bending moments occur where shear force changes (ii) its sign. a) Minimum b) Zero…
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Q: An L4x4x3/4 is attached to a gusset plate with % inch Ø bolts spaced at 3 inches with an end and…
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Q: The section modulus is 2610.759 in3. The most economical metric wide-flange shape is [W12 x 96
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- Two W 310 × 74 Steel wide-flange beams are bolted together to form a built-up beam as shown in the figure. What is the maximum permissible bolt spacing s if the shear force V = 80 kN and the allowable load in shear on each bolt is F = 13.5 kN. Note: Obtain the dimensions and properties of the W shapes from Table F-l(b).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 loaded beam, 60 mm wide by 100 mm high and 6 m long, has the shear and moment diagrams as shown below. Determine (a) the magnitude, type and location of the maximum flexural stress (in MPa) (b) the stress (specify the type) in a fiber 30 mm from the top of the beam at a section 3.5 m from the left end. I = bh3/12
- If the beam has a rectangular cross-section, then the shear-stress distribution will be parabolic. True or False?a) 1. The support reaction forces at the A and C, in terms of P,be careful of the sign. 2. Give the expressions of the shear and moment at an arbitrary poistion x of AB segment, in terms of P and x, be careful of the sign. 3. Give the expressions of the shear and moment at an arbitrary poistion x of BC segment, in terms of P and x, be careful of the sign. b)Given l= 1000 mm, P= 4000 N and l1/l=0.66, calculate the internal shear force and draw the moment diagramDetermine the ff: •Internal bending moment at point c •internal shear force at point c •internal normal force at point c Asap please.
- 1. Moment diagram 2.Find the bending stress at point B (use Iz = 57 in4, the neutral axis is located 3.1 in up from the bottom surface) 3. bending and shear stress at point CWhat is the maximum normal stress, MPa, due to bending on section C? For S200x27.4, S = 235µm^3. Answer in whole numbers, no units. (Example: 123MPa --> 123)This is my question.. Thank You Determine the slope of the beam at the pin support A . Consider only bending strain energy. EI is constant.
- get the support reactions get the shear and moment diagram get the shear and moment equations where L1= 3m, L2 = 4m and W1 = 7KN/mThe beam safely supports shear forces and bending moments of 2kN and 6.5 kN-m respectively. Based on this criterion, can it be safely subjected to the loads F = 1kN and C = 1.6 kN-m? Use the area methodConsider that the section is transmitting a positive bending moment about the z axis,Mz, where Mz=10 kip*in if the dimensions of the section are given in ips units, or Mz=1.13kN*m if the dimensions are in SI units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section. Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces.