For the frame and loadings shown P-270 KN, and F=540 240 mm 240 mm (P A |B 160 mm F °C 240 mm D E

Q: le Choice 2.92 mm 1.84 mm 2.31 mm 3.76 mm +x

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Q: H.W1: Determine the design moment strength for each of the following A) fe = 25 MPa fy = 420 MPa 70…

A: f'c=25MPa fy=420 MPa

Q: The load is supported by the four 304 stainless steel wires that are connected to the members AB and…

A: We have given the following data :

Q: 100mm 150 mm B. 125 mm 200m 3KN

A: Given: A rigid link supported by a pin at A and two steel wires for wire C with cross sectional area…

Q: draw the FBD and the FBD with the resultant. PLEASE DO NOT USE SOMEONE'S ANSWER

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Q: The maximum stress that can be applied to the part whose cross-section is shown in the figure is 200…

A: Maximum stress that can be applied to cross section = 200MPa. Force, F = 980000N.

Q: The frame given in the figure R = 0.25m radius at point E a frictionless reel are available. Support…

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Q: The steel block shown in is subjected to a compressive force on all directions. Determine the change…

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Q: 5) A closely coiled helical spring made of 10mm diameter steel wire has 15 coils of 100mm mean…

A: Given data- A closely coiled helical spring- Diameter of steel wire d=10 mm, Number of coils n=15,…

Q: yc = PL 0A- A EI (b) the slope at end A. 10 For the beam and loading shown, determine (a) the…

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Q: Determine the vertical deflection at joint E

A: AE is assumed constant for all members We are required to calculate vertical deflection at joint E

Q: Determine the design moment strength of the T-beam. Use fr=20.7 MPa and fy=414 Mpa.

A: Answer  we are given f'c = 20.7 Mpa fy = 414 Mpa As = 2-25 mm As = 2 * π4*252 As = 981.75 mm2…

Q: Problem: The beam has a given cross section as shown. fc = 9.8 MPa, fs = 138 MPa, n = Determine the…

A: Given:  Characteristic strength of concrete fc = 9.8 Mpa Characteristic strength of steel fst = 138…

Q: Pinned > A -15 ft- 2 k/ft V Roller пів * -sff- moupported joint EI = Constant E = 29,000 ksi .4 I =…

A: Given A beam with loadings  Required  Maximum deflection in the beam using conjugate beam method

Q: eglecting the weights of the members, determine the magnitude of the pin reaction at D hen the frame…

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Q: H.W: Find forces and elongations wires, steel in each wire. A=80mm² L=4m E=200 G Pa Estrelaxation.…

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Q: the design moment capacity of the beam

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Q: Determine the design strength of the beam shown. Assume fy=345MPa and fc'=21MPa. 3-22 mm 375 mm 375…

A: We have to determine the value of design strength of the beam shown as per the given data in the…

Q: Deflection Given: the beam cross-section shown have the following cross-sectional properties  f'c…

A: Gross moment of inertia(Ig)Critical internal moment(Mcr)Maximum service load(Ma)Critical moment of…

Q: use Trapezcidal rule to approxunate 24 1-e dx 1-2 x+2x -1

A: Given to approximate: I=(1-e2)∫1.22.11x2+2x-1 We have here, f(x)=1x2+2x-1, such that…

Q: 490 mm 200 mm 640 N B 480 mm 160 mm 240 mm PROBLEM 4.152 The pipe ACDE is supported by…

A: The objective of this problem is to determine the tension in the wire DF when a load of 640 N is…

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

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Q: 600 N/m 600 N/m 2 m 1 m 2 m R1 R2 Find the deflection at mid-span

A: To find the deflection at mid-span, using the double integration method. In the double integration…

Q: Determine the force in member BE of the loaded truss. The force is positive if in tension, negative…

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Q: Part A The 180-kg spool has a radius of gyration about its mass center of ke = 300 mm. If the couple…

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Q: For the beam and loading shown, determine (a) the deflection at C, VC- PL EI (b) the slope at end 4.…

A: Given :

Q: Using the method of joints, determine the force in each member of the trusses shown. State whether…

A: The given truss is shown below.The truss can be solved by method of joints.The equilibrium equations…

Q: For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve…

A: Given that :

Q: Find the deflection at mid-span of the beam shown. 2kN/m 6m 6m

A: Draw the figure.

Q: Kindly write complete and clear solutions

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Q: For ABC beam with elasticity module E, inertia I; a) Find the reaction forces at point a b) Find…

A: Support Reactions :  ∑Fy = 0RA + RB + WL2 - 2W3 - 12×2W×L = 0RA + RB = WL2 - 2W3…

Q: For the truss structure in figure 6, draw the appropriate primary structure under unit loads of…

A: Data Given: Asked: Draw primary structure under unit loads of redundant

Q: The beam is loaded as shown. Determine the dimension of the square beam if the maximum flexural…

A: Maximum moment : Maximum moment occur at fix end MMax=-16×7-4×6×(3)=-184 KN-m   Bending stress…

Q: the deflection curve of the simply supported beam of Fig. 8-7 subject to the uniformly distributed…

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Q: Figure Q3 shows the copper shaft subjected to the axial loads. Determine the displacement of end A…

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Q: 4 and max deflection. 8 3KM/ 10.292 3M 112K14/ za $223 23 Mcador 12.21141

A: Given data : Determinate beam with reactions are given Find : Slope at A ,  deflection at C and…

Q: ures P4-25-P4-30, determine the ma Ss. Let E = 200 GPa or 30 × 10° psi units in the problem. Let c…

A: According to given data E= 200 GPA

Q: The beams shown are practiced on the beam of the figure. Identify it required cross-sectional…

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Q: Use slope-deflection method to compute the bending moments of element ends for the following…

A: Solution: Find the fixed end moments of each span: For span AB: MFAB=-WL8=-21×88=-21…