RD RA R. = 40 KN VD1² VD2 = M B1 82 2 m Mg2 MB1 hinge t-4m. Vpz KN KN 2 kN/m KN KN KN KN kNm kNm kNm D RD VD1 Mp 30 kN-m RE

Q: 0000 5 KN B AB BC CD DE M Identify the ZERO Force members for the truss L FG GH KL DF НІ OHI OUJ JK…

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Q: Chupter Tuu Forve Sydem 4-37. Determine the resultant force and specify where it acts on the beam…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 6/6 In a cantilever subjected to a concentrated load (P) at the free end and having length =l,…

A: Draw the given beam:-

Q: Draw the FBD

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Q: 1. Find the maximum concentrated live load that is projected onto the free end of the box, bearing…

A: Given: d = 530 mm d' = 70 mm b = 270 mm fc = 20 MPa fy = 300 MPa rebar = 4#20 mm

Q: The compound shaft has a uniform crocs gechonal area with the ginen la ngth op each segment. Usng…

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Q: A THE MOITAM NO 9- 500 lb/ft -6 ft--6 ero e-C2H +6 ft- ft- 300 H2AD-0 HEAD- C 10 ******** HEA 700…

A: To determine the reaction at support A and B. Where,  A to C length = 12 ft D to B length = 9 ft

Q: The beam shown is laterally supported at the ends only. Which of the following most nearly gives the…

A: Answer : We know that Lr is given by  Lr = 1.95*rts*E0.7*FyJ*cSx*h0+J*cSx*h02+6.760.76*FyE2 rts =…

Q: Check the adequacy of column AB for applied live load. Fy= 350M

A: fy = 350 MPaCompression member:W 360 x 51A = 6450 mm2 rx = 148 mmry = 38.8 mmd = 355 mmb = 171 mmt =…

Q: W -2a- B C For the cantilever beam and loading shown, determine Part 1 (a) the equation of the…

A: Given :

Q: Fad to deflections ond slopes ot points B(aidle of the lbeam) ond cltip of the beam) Compotbitity…

A: Given structure:

Q: Two circular shafts are joined together between fixed supports to resist a torsional moment of 80…

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Q: An element in pure shear is subjected to stresses Txy =-14 MPa , as shown in the figure. 14 MPа…

A: Principal Stresses

Q: P1 L1/2 -L2 -L1 PROB 01 W1 3 PROB 02 W1 -L1 -L2 P2 W2 -L1- Given: L1: 8m L2: 6m P1: 5kN P2: 6kN W1:…

A: dear student as per our company guidelines  i am solving problem 1 only and then re post another 2…

Q: Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa nd fy=400 MPa N10 kN/m…

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Q: Px :(3L – x) 6EI PL Px PL? (3L² - 4x) osxs 48EI 3EI 2EI Phx Px2 (L² - -) 6LEI (3a - x) 0sxsa 6EI Pa…

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Q: F4-34. Replace the loading system by an equivalent resultant force and specify where the resultant's…

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Q: COLUMD IN PROBLEM 4, ASSUMING THE RALLY BRACED ABOUT THE Y-Y AXIS AUP ĐEURE

A: solution   Step - 1 : calculate the required strength                 LRFD         ASD Pu =…

Q: 2 kip/ft 30 kip-ft B -5 ft -5 ft -5 ft

A: Thank you for the question . As per the honour code , we will answer the first question since the…

Q: y L1 B on x-z plane ---- L2 D X (0,0,0) L3 A tripod shown supports a load of P = 1000 N at point A.…

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Q: L- w 22 N/m L= 15 m

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Q: 000 100 250b 250b gniblo pud tadt smuez A Ma The rigid pipe is supported by a pin at A and an A-36…

A: Young's modulus, E=200 GPadiameter of the wire, d =6.5 mmload P= 3 kNTo find:stretch the length

Q: concentrated load W and a total uniformly distributed load of 2W. 587. The wide flange beam shown in…

A: ∑ M2=0R1(5)-W(2)-2W(2)(3+1)=0R1=2WSFmax=2WMMax=Munder load=2W(3)-2W(2)(2)=2W…

Q: Ias 글 RAz2-Mo (z-블〉 + Ci, Ely = Mo B –L/2- -L/2– = 59kNm. L = 12m ine the EI0 at point A

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Q: is a structure tiade of stetidet thiettibers which are joinied together at their érid point select…

A: A truss is generally a structure that is framed composed of members connected to each other at…

Q: RA Ra = Rc = A 15 kN 2 m B 10 kNm 2 m kNm KN C Rc 3 m 6 kN/m D 1.H. 3 m E RE

A: RE= 9Kn Vd=-50.66 kn

Q: F4-35 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and…

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Q: Form the given beam loaded has shown, Ely = Mar + RA² - (x – )° + C1 Ely = Maa? + ¿RA2 – ¿P(w – 4)°…

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Q: compute the safe factored uniformly distributed deadload that will be added to the weight of the…

A: Span = 6mudl (LL) = 20 kN/mb = 280mmd = 415 mmfc' = 25 N/mm2fy = 420 N/mm2As = 6 bars of 20mm To…

Q: q14 A cantilever beam ACB has end A fixed and subjected to a point load P at free end B. The point C…

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Q: compute the safe factored uniformly distributed deadload th will be added to the weight of the beam.…

A: Span L =6 mUniformly distributed live load = 20 KN/mWidth of beam b =280 mmEffective depth of beam d…

Q: Draw the BMD and SFD for the beam loaded as shown in figure. 1 m 10 kN 3 kN/m m |--2 m-1m1m2 m2 m

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Q: Si tnatin #1 The steel ller. prope shaff A, B, č carries the axial loads. Determine the change in…

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Q: 4. L-1 3s 2 2s² - 6s - 2

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Q: Determine the deflection at the free end of the beam shown in Fig. using conjugate beam method. B A…

A: The conjugate beam method is used to calculate the slope and deflection in a beam. A Conjugate beam…

Q: 400 N B) 4 m A 600 N -3 m 3 m- (a)

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Q: What is the Maximum moment in kN-m. Glven: W- 10, a - 3, b-8, and P- 90. PKN am W KN m b m Ry

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Q: The distributed load acting on the beam can be replaced by a concentrated load of A acting at A from…

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Q: PROBLEMS For each of the beams in Problems 624 to 629, compute the moment of area of the M diagram…

A: The length of beam, L=6mThe load is 1000N and couple is 400Nm