96 H.W Draw S.f.D and B.M.D for beam shown by graphical method? Ans/ Vax Vmax = = 29.5 W = -25.5 KW + Mark Max = -5 . - 27 اليحي 12 W/m 3m مرهم ا جدا جدا 3 1.5m 3 دور کا | 1.5m 105m 15 hinge 2m 3m 25/W/m

Q: zero force member? C E В 4 m H F A 3mV 3m. 3m 80 kN 120 kN

A: Free body diagram At, joint A,F& D

Q: 5-2.2-1: Find the deflection at midspan using a W10X45:

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Q: Fond maximmdeflection far the beana 20 br W=10 kW/wn Ans 138.69 ET maxo

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Q: 8-25. (Аns 189.5 k) nr w30 x 90 8 ft 8 ft 8 ft FIGURE P8-25

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Q: 6/6What is the Shear Force at support ?A 3 kN/m B C 2 m 4 m 12 KN 48 kN O 24 KN 6 KN

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Q: 2m B E Q-For the beam shown, draw intluence lines for RAVE. ME. Vs. Mr. M. and VB F Im C 4m

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Q: 3 m B G 3 m 12 kN 3 m D F 3 m 12 kN 4 m E

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Q: I need the answer as soon as possible

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Q: 5-2.2-1: Find the deflection at midspan using a W10X45: 10' .5k/ft 10k 5

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Q: Fond maximmd Efacont Jeflection for the beam 20 bt W=10 kW/n Ans 138.69 ET maxo

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Q: Fond maximum. seflection far the be 20 brt WEL

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Q: draw sfd and bmd

A: ∑MA=020×2 + 40×5 - RBy×9=0RBy=26.67 kN ↑∑V=0RAy+RBy=20+40RAy+26.67=60RAy=33.33 kN ↑∑H=0RAx=0

Q: 2m B E Q-For the beam shown, draw influence lines for RAVE. ME. V. Me, MA, and VB F Im C 4m

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Q: Calculate the SF and BM at critical points and draw SFD and BMD for the carſtilever beam shown in…

A: Explained below

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Q: A 60KN What are zero 6m are the here? с B force members 6m D 6m (+ F IG bm

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Q: ACTIVITY NO. 7 : PROBLEM 1: GIVEN: COLUMNS fc' = 28 MPa fy REQUIRED: мра WITH Øjen if ė = 250 mm…

A: fc = 28 MPafy = 420 MPae = 250 mmh = 500 mmcover = 75 mmRebars 4-28 mmb = 400 mm

Q: Draw BMD for the following 20KN 1 Вс SFD and BMD for the Boom Diagram. 10kN/m

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Q: Solve for the Deflection at 7M & 8M.

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A: Draw the figure.

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Q: Ex.5 for the beam shown below. Draw A.F.D, S.F.D, and B.M.D. مریست A Im فرمت 8kN.m 6kN اتم السؤال…

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Q: Ex:-@ Find the END Moment by slope. deflection equation

A: Fixed End Moment:MFAB=MFBA=0MFBC=-wL212=-36×5212=-75 kN.mMFCB=wL212=36×5212=75 kN.mMCD=-36×1×0.5=-18…

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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…

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Q: A 2 m 3.5 m 250 N -2 m---- -2.5 m- 1.5 m- - '500N

A: Concept-  For a body to be in equilibrium :- Summation of force along X is Zero. Summation of force…

Q: Example 2 Draw influence lines for R₁ VD. MD. VE and ME. ka D C E atakat D C katata,

A: A beam is shown in the figureneed to find an influence line diagram for RA, VD, MD, VE, and ME

Q: Q.1.23 A maso m is launched withan cnitial speod U -400 ft |sec. The launch ang le is O = 50°. The…

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Q: Q1/ Draw Influence lines for RD, RE, VG, MG, VDR A G E F Aor 4 3e 2.5 -5- H3.5 4.5-

A: the influence line diagrams for the given points are clearly drawn with values mentioned

Q: HiWo Draw S.f.n,B.M.D aned Afin for beam shawn by gra Phical method? AnS/ Viny= 5.87KW. Vis = 7.3 W…

A: The FBD of the beam is shown below: Taking equilibrium equations:…

Q: Moment distribution method Analyze the following. beams using Draw the net BMD 15kN 15KN A (21) K…

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Q: Is the answer correct? Is it correct to convert power from W to KW when determining the power input?

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A: Given - MCQ question

Q: Consider moment egvation. Draw S hear p 2. SoIve for hear and M01Aent, Moment Diagram. 30 KN 4.0 m…

A: As per our company guidelines, we are able to solve one question per attempt kindly repost the other…