GIVEN: f'c = 21Mpa fy= 275Mpa. Size of beam 300x600mm effective depth of 550mm REQ'D: 5m 15kN/m a.) Find the maximum positive moment. b.) Find the required steel area. 2m 1m 5KN/m

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A: Given data in question  UDL Span member length  Simply supported beam To find out  Maximum moment

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Q: 2. For the structural beam shown; noting that the internal hinges lies in the midspan of the beams;…

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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: Determine the following if f'c=21 MPa and f(subscript)y= 415 MPa   a.) balanced steel ratio b.)…

A: Given:-f'c=21MPafy=415MPaTo find:-a.) balanced steel ratio  b.) maximum steel ratio  c.) nominal…

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Q: F6-6. 10 kN/m IT 3 m IC F6-6 3 m 10 kN/m B

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Q: PROBUEM B : USING MBTHOD OF JOINTS SOLVE FOR THE FORCEES ACING IN ALL MEMBERS Of THE tRUSS. INPIGATE…

A: Free body diagram - Reactions - For the forces in the vertical direction = RA + RF = 4 + 1.85 + 3 =…

Q: t of constant stiffness, round section, left edge of which is r f: Jaded with concentrated moment M…

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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…

Q: Q2. Draw the influence line for (Rb, Re, Rf, Rg. Mp, Mm, and Mb) P A B C D mm n b E F mm b

A: Step 1: Step 2: Step 3: Step 4:

Q: What is the Maximum moment in kN-m. Given: w = 32, a 3, b = 4, and c 2. w kN/m D. B. * bm a m cm RA…

A: Maximum BM occur at the point of zero shear force. First find the location of zero shear. Then…

Q: 10 KN. 30 kN Im 5m Im

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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…

A: P1  = 4.39KNP2 = 6.05KNW1 = 5KN/m

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Q: SECTION: 35omm 12 KN/m 7S0 mm A Ps 600KN e = 2 00 mm (A SSUME 10% LOSSES) A. Calculate the stress at…

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Q: A Simply Supported Concrete beam haviving a width of 35omon and an effecdire depth distributed…

A: Given, Width b=350 mm Depth d=520 mm UDL=7 kN/m Concentrated load =370 kN

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A: Calculate the polar moment of inertia of the given circular section,  J = πd464   =π×100464…

Q: 2. For the struct ral Beam shown; noting that the internal hinges lies in midspan of the beams; find…

A: Here the reactions which has been evaluated are as followsat RA=-8.5 Kn, RB=8.5Kn, RE=53.1Kn,…

Q: For the continuous beam shown below, if the distribution factor D.F are already calculated and…

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Q: Q/Draw shear and moment? Dis fixed Ais Roller B is fixed 1 cis internal Hing 70 KN в нит Hing um V C…

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Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

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Q: Q2. Draw the influence line for ( Rb, Rc, Rf, Rg, Mp, Mm, and Mb) P m A B C D E F mm n mmm b b b

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Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E - 29,000 ksi;…

A: Given, E = 29000 ksi I = 843 in4  w = 6.7 kip/ft or 0.558 kip/in