,2m B Í 4m 下ig. 1

Q: 5A - 2B ВХА Det(A) Ax B BTX AT Det(B)

A:

Q: Q3// Find spacing required for stirrups Ø8mm at zone A and zone B for the beam shown with the…

A: ϕ = 8mm = 0.315inch

Q: Using arc basis, determine the central angle of a simple curve if m = 8 meters.

A:

Q: Problem 6. Moment at point C 15 k 100 k-ft B C -6 ft- -6 ft- -6 ft O -800KN-m O -700KN-m O -900KN-m…

A:

Q: Question (3): A timber beam AB of span 10 ft and width =3.5 in. is to support the three concentrated…

A: Given Data  Width of section (b) = 3.5 in  Allowable bending stress = 1800 psi = 1.8 ksi  Allowable…

Q: Find I and Vab in the circuit of Fig. 30 V (+ 10 V 302 a + Vab 502 www A P U ASIA PACIFIC UNIVERSITY…

A:

Q: 4 (7) x-4 X- 2 ans. 4.

A: Given: limx→2 1x-2-4x2-4 Calculation: Suppose, L=limx→2 1x-2-4x2-4. L=limx→2 1x-2-4x2-4=limx→2…

Q: Find the deflection of members DH and CV

A: These are used as flooring  support systems in multi-story buildings, within which depth all the…

Q: The copper shaft is subjected to axial loads shown below. Determine the displacement of end A with…

A: Displacement: - It is defined as the distance moved by any section with respect to its Centre of…

Q: 20kN 1m 4kN F 3 m 2.5 m Rg Rc A.

A: Solution:- We know that At equilibrium, RB+RC=F+4+20 KN According to given condition, when the beam…

Q: eed the answer to the question in eng

A:

Q: 50, EN 20k以、 30とN <20ビN 2AE 1.5 AE 3AE JAE 1DAE SAE F3AE E G3m 2作 A SAE 3m H Am 15KN 30KN 1ラビN ApH…

A: Analysis of Truss by Method of Joints: Solution:  ∑ME=0RA14-304-20DE-154-507-307-1511-30AB=0In ∆…

Q: 3) CALCULATE THE VERTICHL DIS PLACEMENT OF C POINT USING, THE UIZTUAL WOLK THEORT 30kN 5OEN…

A:

Q: 32/(2a)-3

A:

Q: X AB- 1. Find the forces acting on each member: (Round off your answers to 2 decimal places) Tor C)…

A: Given: A truss with loading Required: Force in each member of the truss

Q: QeAFin d The (fEM) a wi (6 12

A:

Q: Saturday qui군 2 20-2-2021 20 20- 20 2 8- For the beam Shown below ; the modulus se e lasticity (E)…

A:

Q: GN ,6N Actual Beam 1a5mr 12S mm 125mm Soamm 6N 6N Puimay stnctine AB By = IN By Redundant lathlied…

A:

Q: Memb 9k skl 7k7 3k7 kg 4k 6 6k 以 H K 或許前業 ALIV VV ¥ 3' 4' 最★ nhóm 3' 3' 3' 关计

A: Compute the support reactions: RA+RJ=9+7+3+4+6=29 kΣMJ=0RA×12-9×12-7×9-3×6-4×3=0RA=16.75 kRJ=12.25 k…

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: Select any zero force members from the list below.

A:

Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

A:

Q: Explain Professional Responsibility of an engineer. [CLO-2]

A: In the profession of engineering their are expected to High level of responsibility with  honesty as…

Q: A 60KN 6m B с "What are the arro force members 6m D E لی) 6m F G bm

A:

Q: Explain Footings on Slopes.

A: Foundation is just the house's substructure. The base carries the construction weight and moves it…

Q: Fur the beant s hown, write the egs. and ciraw the SFD ond RMp. 30 KN.M 8KN /m 3m 4m +25 SFO MCKN)…

A:

Q: Perp, サ+ しexルっ) DETERMINE THE INTEENAL FURCES ROR MEMBERO AC @ 4 ONLT FOR THE Teuss SHolwn ABOVE BY…

A:

Q: Design a simply supported rectangular reinforced concrete beam. Fy 400MPA „Fc 30 MPa ,Bar dia= 25 No…

A: Calculating the self-weightγc×b×h of beam: W=γc×b×h     =24*0.6*0.325     =4.68 KN/m The factored…

Q: 3. A 200 lb man climbs up the ladder and stops at the position shown after sensing that the ladder…

A:

Q: PROBLEM 5-6 Determine the support reaction forces at points A and B in the three hinged system given…

A:

Q: 2.) Consider the bar OA that is constrained by a ball-and-socket joint at O. Cables connect A to…

A: Given :

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

A:

Q: Frame with sidesway find deflection at C

A: Figure is shown in the question EI is constant We will calculate the deflection at C by using slope…

Q: slope-De f liction Method Find the Fixed Enl Moments CFEM) 2 Mb(20-6) Ma(zb-a)

A:

Q: Q2. Find IeD 30- BI 50 20 (B 40 E R= 20 - 20-fi40–e-20-→ İx

A: It is required to find the moment of inertia of composite figure about line ED.

Q: 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and…

A: Free body diagram of the given truss:

Q: For the frame shown ba louw use unil. load melhed to defermin vertical def lection at c 2 atc2 E=200…

A: We have to find vertical deflection at C

Q: w- 30N/m 9m (om 12m 8m 12m Detemine the vresultant force (R) and indieste ito location from point…

A: to find resultant force and its acting point; we need to firstly resolve the forces and then with…

Q: Design a simply supported rectangular reinforced concrete beam. Note: Neglected the self-weight of…

A: In this question, we are asked to design the beam with the given details

Q: ML² dmax 2EI

A: To find maximum deflection of cantilever beam loaded with moment at free end

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