The rigid pipe BC shown is supported by a pin at C and an A- 36 guy wire AB (E = 200 GPa). The wire has a diameter of 8 mm. Determine the load P (kN) if the end B displaced 5.2 mm to the right. H = 3.5 m, 0 = 60°. A. 4.25 В. 6.30 C. 5.60 D. 3.23 H А

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A: FBD :

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

Q: * ,Find the reactions at D and B.Take F1=200 N,F2=175 N, F3=150N, M=28 N.m F1 F2 45 -85mm- -75 mm- M…

A: Here we have to find reactions at supports D and B

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Q: -6,00 Design a short square tied column to carry a factored axial design load Pu of 750 kips an a…

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A: Given data in question  Span member length  UDL Point load To find out  Fixed end moment in AB

Q: SFD and BMD. Locate points of cont the elastic curve and compute the de 8 kN 8 kN 20 kN-m C

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Q: 40 k 20 k 5 ft E 5 ft A C B -5 ft- -5 ft- -S ft 5 ft -5 ft- Determine the Vertical Reaction at A. 25…

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Q: ipe. use mohr's circle

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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: Q1) Compute the vertical displacement of point D for the frame shown below. 30 kN 40 kN/m Hinge 10…

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Q: 18.0

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Q: 2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the…

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Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

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

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Q: 1. Wid th of the gale being aG m 4m. Oil SG = 0-62 a. Det the hydrostahié trie of the Gognid ig the…

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Q: 7. The system with two pin supports and having an internal pin at C is subject to two horizontal…

A: Given data in question  Horizontal loads 50 kN and 40 kN Span member lengths Internal hinge To find…

Q: 1O KNIM 60 KN 20 KNIM 48KN m A Fixed Pin/hirge 8 m 12 m C (Roller)

A: ∑MB=0 12×10×12×23×12 + 48 - RC×12 + 60×18 = 0 RC = 134 kN ∑V=0 RA+RC= 20×8 + 12×10×12 + 60 RA = 146…

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Q: Determine the n- and t-components of the force F which is exerted by the rod AB on the crank OA.…

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Q: Given truss - compute the reactions Ay, Gy :) force :) clet the at bars вс, BD, СЕ. $100kn

A: To find support reaction and force in member BC,BD,CE

Q: 7.8 m A Q-2 Q-2: The uniform thin pole has a weight of 180 N and a length of 7.8 m. It is placed…

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Q: Pz GIVEN UNICNOWNS R = 4.99 KN Pze 6.05 KN Wi = SKN /m O RAY, KEY, keA & MB FHED VALWE OF INTERNAL…

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Q: Wz 118.71mm 25 mm HI 6=45° 1. 下 160mm A W. 200mm 850 mm -950 mm D 200 mm W 1297. 26 N D: 150 mm Wz =…

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Q: 3/15 Three cables are joined at the junction ring C. Deter- mine the tensions in cables AC and BC…

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Q: Problem li. A beam shown in Fiqure 1 is sutjected to loads as shown. 38 IN/m 59 N 120 AN.m 68 AN…

A: Resultant is given byRy=∑ FyRx=∑ Fx=0

Q: 10 kip/ft 50 kip ft A 5 ft 5 ft The simply-supported beam above is subjected to a uniformly…

A: Apply equilibrium condition : ∑MB=0RAY×10-10×5×(52+5)+50=0RAY=32.5 kip

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Q: C 2 m F E E 100 N 2 m 2 m 2 m

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Q: -100 N/m N-m Im 120 A 2m 1B 4m के с Draw the shear and moment diagram R₂ E

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Q: The shaft ABCDE is under equilibrium. Determine the internal torque in section (3). 38.00 N-m 28.00…

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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.