Fond maximum. seflection far the be 20 brt WEL

Q: D. 445°

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A: Width of beam, b = 450 mm Total depth of beam, D= 675mm Effective depth of beam, d= 675-75 = 600 mm…

Q: ヒ= ,to? B DETERMINE Pe FUR TIHE BEAM SHoLIN PBNE USINO THE V2TUAL DE AM MET Hon.

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Q: From the given beam loaded has shown; El = RA2² – M, (æ – ) + C1, Ely = ¿RA¤³ - }M, (x – )² + C;x +…

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Q: % (eyarnw, Jのかのビ,で Te 16f 180 'Ps: #1 The rods Shoan hove a diaueier of 1.5in.and a gae of…

A: To find normal stress in each rod and new length of each rod

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A: Method of Consistent Deformations (Flexibility Method): Consider the free body diagram of the given…

Q: В BD 06 E A B Ad CE LE CD A C Find all bar forces using methods of joints. Joht C AC = BD = DE = 10…

A: Please refer step 2 for detailed explanation and solution.

Q: I.5 KN/m Im G 3m Am 4m D 4m DETERMNE ALL BAR ORCES. N ORDE AS LUTED DELOW. AB AC BC EG BD F6 MAJ9…

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Q: a0 () o 2 20210612.. > A beam is constructed from three boards nailed together as shown in Fig. . If…

A: calculated centroid from top

Q: Im W =8 kg /m A Im 50m SOLVE FOR THE FOLLOWING: a. TENSION @A b. TENSIONG B C. TENSION@ LOWEST…

A: Solution:- Let horizontal distance Between AC and CB are l1, l2 respectively. Horizontal distance…

Q: Ana ly ze th e s ta tic a lly in de te rm in a te shown b y th e slope - beam de fle c tio n m e th…

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Q: 19.9 Compute the design moment capacity of the preten- sioned beam of Problem 19.2 if f. 200,000…

A: Given, The yield strength of pre stressing steel fpy=200000 psi The nominal yield strength fpu=225…

Q: 2.Determine the maximum displacemant at madspan of the following beam.

A: Solution:-  Maximum deflection at mid span, y = ymax = P.b.x6.L.EIL2-x2-b2  when 0<x<ay =…

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Q: Determine  support reaction at B

A: Given data : Point load=P P=23 kips Uniformly distributed load=q q=1 k/ft

Q: Dreaw Hhe shear and moment diagram of the beam shoun Tm 3m

A: ***Asper our guidelines i am solving first  problem only***

Q: Id". Equating force at Joint B. Sdn. {Fy=0 FAB E545-FBC Cos 26.565= 0· [Fx=0. FAB Sin 45t FBC Sim…

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Q: (1) SOL (2) SLL Calculate the Long-term deflection assuming that 25% of the live load is…

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Q: Two sections of beam are clesigned to resist bending moment of Mx. () which section has a larger…

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Q: DETERMNE ALL BAR ORCES. N ODE AS LUTED DELOW. AB AC BC EG BD FE YOUR YO-HAS MAJ9 YATIAA2 BE CV8VH le…

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Q: you by c Feet The is not your ow of Universt W₁ do not use it any were your on Philippines Property…

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Q: Use the conjugate beam mathod to cltemina fr Slope and defleefion 67 point A 57 Hte Cantilavar beam…

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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: PROBLEM #1 A=0 A, 15kN 15 kN V M A EQ 30kN 3m -15 KN 22.5 km 15 kN EQ OB TTTTM | ₁₁-1 = 15kN 0 KN…

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Q: A 13 150 mm

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Q: Steel A= See man Alum. E: 7066 L= Sm Sm SeW

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Q: SUBMISSION IS SPM TODAY VIA ASSIGNMENTS SECTION (LOOK FOR THE ASSIGNMENT TAB). COMPLETE SOLUTIONS…

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A: Given,  Magnitude of force F =60N

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Q: Pa1ON 44cm blem Experinental without sidenma Find defléction at D.

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Q: Determine force in rod ab

A: Data given: Asked: Force in rod AB