Ax= Ay 130 KN -3 m 12 3 m- kN kN MB 12 kN/m By 10 m Bx= kN-m B kN kN

Q: Problem 2.55 (Ans. 766 kN•m) 800 mm 80 mm fy= 420 MPa f = 28 MPa 300 mm 560 mm 6 #32 100 mm 80 mm…

A: A structural member's strength is calculated by using provisions and assumptions from the strength…

Q: Situation 1. From the figure no 1, point A is supported by a hinged while C and D are supported by a…

A: Given: Required: Reaction at support C, D and A

Q: Determine the T2, If y=18m. * A 10 m B 60 KN 40 KN 80 KN 30 m -50m- 50m -30m O 164.746 KN O 181.707…

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Q: 2. By using AreamomentMethod, Determinethedeflectionatthefreeendof thebeamshown 180 kN 15 kN/m В D…

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Q: Yd= (Ysat-Yw) Gs Gs-1

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Q: 20 kN 15 kN/m 10 kN/m 3 6 3 + [m]

A: Step 1:1. Problem Description:Point Load: 20 kN at the left end of the beam.Uniform Distributed…

Q: 75 N/m 800 N - m B 8 m-

A:

Q: Station BS FS IFS Elevation BM1 0.89 233.72 1 3 2 4.1 ТР1 3.13 0.64 3 2.7 4 2.8 5 2.3 0.5 7 0.8 ТР2…

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Q: B 55 kN 1.5 m 1.5 m FIGURE Q2 1.5 m 1.5 m

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Q: | ZAO O "l zain IQ 10/10 find the strain( €) in x-axis only. if Poisson ratio=0.25, E= 200 .GPa 14…

A: Given data Loads Area of cross sections Modulus of Elasticity  Poissons ratio

Q: 4. ByusingArea MomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN A C 9…

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Q: Determine EI8 at point Band end of the overhang. Round off your final answer in 2 decimal places. W1…

A: Given  W1= 34KN/m , W2=30 KN/m  X1= 7m , X 2= 6 m  X3= 5m

Q: Find the value of EI · 8 at the center of the last span of the beam. (Practice at Home)

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Q: Complete the table with the solution

A: Given data in question  Stations  Back sight Fore sight Elevation of BM1 To find out  Level Notes…

Q: 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if…

A: Given: The properties of the C-channel are given as: L=1.80 mA=1700 mm2d=127 mmbf=48.0 mmtf=8.13…

Q: Beam Deflection find y at point B

A: Given simply supported beam with loading and it is asked to find deflection at point B

Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

A:

Q: Cfremiam Exnnquestion). Vidual nork} 50 KN E=200X 105 KN /m² A. B. I 1000 X16 mt 6m. Ansarer marybe…

A: To find: Deflection at point B

Q: 10 Solve por all Band É 10 B E H Gm 3m G lo 6 @ Sm

A:

Q: PROBLEM 2: R₁ DOUBLE INTEGRATION 400 N/m 2m 2m METHOD R2

A: Given: Required: Use double integration method to find slope and deflection equation

Q: Tail 3m 1+1 18 M/ GIZ Во qm M2 W G& BF BF Xx 18m 11,000 kg Tim 1.8m

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Q: 1141.) A boy running a foot racc rounds a flat curvo of so ft.rod if ho runs at thc rotc of 15 mph,…

A: Given: The rate is 15 mph. The radius is 50 ft. Calculation: Use the relation, tanθ=v2gR.

Q: Compute a.) Fixed-end moment b.) Distribution factors c. ) Moment @ B

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Q: Backsight Foresight STA HI Elev Hair Rdg Mean Rdg S Hair Rdg Mean Rdg S 1.153 125.00M 0.936 BM,…

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Q: B 6 m | 20 KN FIND THE VALUE OF Mmax

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Q: 1. Calculate for the (In terms of El) a.) B b.JAB d.)AC e.)AD f.) Amox A 来 2 m 20 kN/m B 2m प्रस् C…

A: Deflection at D and maximum deflection

Q: Q19 DRAW M & VC THREE MOMENTEQUATION) DEN/N 8 A SOKN SOKN YOKN SB D 380 * 1.125 4.5 2.25 x 2.25 x *…

A: To determine the moments and shear forces in a continuous beam using the three-moment equation, we…

Q: 5 kN/m |A |C B 3 m D. -2 m- 2 m- -2 m-

A: Finding out forces at C.

Q: 2. Given the truss below, calculate the forces in each member in kN. Indicate also if the member is…

A: Consider the free body diagram of the beam shown below. Here, M=400 kN and N = 300 kN

Q: 9 Rev RAL RAU = 9C.L E RAV = = C १८.८. उं 9Av 'RAL 9=0 q=9c EASC Efac ¡ -. na B :( EA AB E IAB

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Q: 1. Calculate for the (In terms of El) a.) B b.)ΔΒ d.)AC e.)AD f.) Amax 2.. El= 50000 kN m² A 2 m B…

A: As per company policy we can only answer first question And in multiple parts we can only answer…

Q: Solve the following. 1. Complete the leveling notes. Show Customary Check. STA BS HI FS ELEV 205.675…

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Q: Utilice el método del trabajo virtual para determinar la deflexión horizontal en el punto A y la de…

A: Step 1:Step 2:Step 3:Step 4:

Q: 1.) 70 KN/m 50 kN/m 350 kNm All distances are in meters

A: Given, P=167.5 kN Moment M=350 kN-m

Q: 5 KN-m 15 kN 500 KN m 6 m 3 m

A:

Q: 5. For the figure shown below mark BS, IS, FS, HI and also find the missing staff readings. 4.5 m…

A: Given data: RL of Bench mark = 100 m staff reading at A (BM)= 4.5 m RL of B=102.5 m RL of C=103 m

Q: Use only Direct Integration Method 2. AF K M 2 B kN/m 60 mm * MM त्र d 3 EI= 5x10² KN m² Sc 0₂= 1)

A: