Pz GIVEN UNICNOWNS R = 4.99 KN Pze 6.05 KN Wi = SKN /m O RAY, KEY, keA & MB FHED VALWE OF INTERNAL MOMENT 2m TO THE LEFT OF SUPPORT B ROLLER Im Im

Q: Une énd and supported on linear elastic springs (both having a rigid beam Is ninged #ness of 'K') at…

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Q: 5. The 0.9-kg block moves within the smooth vertical slot. Calculate the constant vertical force F…

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Q: Determine the resultant of the force System shown in and locate it with respect to point B" Fig: loo…

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Q: 1 m mA R₁ 4 kN/m 4 m T R₂ 2 KN m 2 m 4 m 2 KN 1 m R3 3 m 6 kN/m V4

A: Fixed End moments: Span AB:  MfAB = -wL212=-4×4212=-5.33 kN.m MfBA = wL212=4×4212=5.33 kN.m Span BC:…

Q: besign the steel reinforcement op a 400mm x600mm RC beam used to camy a pactored moment,mu-500KN.m.…

A: Using the Limit State method to design the steel reinforcement of the beam, We will design this beam…

Q: h=8m A 1 kN F C El G 5 kN 5 kN 5 kN 1 kN D B 1 kN H 13. Calculate the force at member Gl O a.…

A: Given data in question  Point load  Span member length  To find out  Force in member GI

Q: E the shear and Nomand Equeatiay for ment of the beam w the stear and Moment Diagrams. eac shan

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Q: Three wheel loads rolls as aunilacrossa 12 spt The loads areA 15 kN; B-25 kN. 2 m to the right of A…

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Q: -3 wL PL solve for P, 0 = 24EI 3EI

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Q: Find the force member PQ. PQ = KN, Tension O 1.32 1 kN 1 kN O 1.72 1.68 1.5 kN 1 kN 3.89 O 1.57 4 m…

A: To find force in member PQ?

Q: 22.5 kN 34 kN/m 41 kN-m B Hinge- 4.8 m A -4.8 m - 4.8m-

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Q: ertical load P = 6000 lbs. Each neta are 30 degrees. If the loac longation of the rod at point B

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Q: Pb4 The crane weighs 8 tons with center of gravity at G and is held in place by the pin connection…

A: Given :

Q: 50 N 10N エ6.1D m 1.5m 3m DETERMINE MOMENT AT O.

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Q: Draw shear and moment diagram. Identify maximum moment & chear 40kl TORN/M A THAT O 4m + f ↓ ↓ Į ↓ ↓…

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Q: A reinforce d rectangular beam with width b and effetive depth d has 4.16 mm bars placed on 1layer…

A: Given:  b = 532.5mm, d = 877.5mm fy = 420 MPa, fck = 28 MPa L = 6.35 m WD = 36 kN/m, WL = 47.5 kN/m…

Q: 3:2KN 2.om 2.0m %23 1.5m 1.5m 1.5m 1.5m

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Q: - 3f+ + ft tift Sowe rractons and s how shear and moment equa fons @ each section of the bean

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Q: Determine the moments at all supports. 2 KN 2 kN 4 kN/m 6 kN/m 2 m 4 m 4 m 3 m 1 m/ R₁ R₂ R3 V4…

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Q: НОMEWORK raw S.F.D. and B.M.D. for Beam below by using the Moment Distribution fethod. 3.8 kN/m 2.4…

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Q: 4-61 Determine the magnitude of the moment of the force F = {501 – 20J - 80k} Nabout the base line…

A: Hi! Thank you for the question.  As per the honor code, we’ll answer the first question since the…

Q: Given the beam shown: upport @ A, Internal Hinge @ G, and Roller support @ B. ALL UNITS KN,m 10,KN…

A: Shear force is zero at point E shown in my daigram which is 2.25m from support c  Naming taken by…

Q: P Zm X B 4m TR₁ Draw the shear and

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Q: Assignment 1- Annalise the loaded frame Draw bending moment diagram co= 60 kN/m B 3 m 3 m 6 m 6 m &…

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Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B -1.5 m- -1.5 m-

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Q: 1. t2myc पॉ C m D 5m E B 3im ↓ The block of mass m is suspended from the ring which is supported by…

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Q: braced against sidesway. Assume El is constant for all members. 16kN 4m C B 1m A 19. Moment at A O…

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Q: SOKN I. DRAW THE 2 MOMENT 2m 3m1 5m AXIAL, SHEAR, DIAGNAM 10kN/m Int. Hinge 3m waf to 25KN

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Q: Given: S1=S2=S3= 2.8 m L1=L2=L3= 6.0 m b = 300 mm h = 400 mm t = 100 mm column = 0.3 m x 0.3 m…

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Q: 1. FROM THE GIVEN BEAM COMPUTE THE PDLLOWING 9. REAUTIONS At À ķ B b SHEAR AND MOMENT @ D C PRAW THE…

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Q: Draw Shear 3kips/f+ y0kip + bending moment diagram using 3 moment equations 2M. Mrhr 3. PhKL %3D I,…

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Q: lo05/ A timber beam bomm by 250mms rein forced at the botton only by a steel Plate, es Skonn infig-…

A: From the Given Data:

Q: 1. DRaw the shean and moment diagnom 20 kN/m 2.6.5 0 A 4m R.

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Q: PRAW THE SHEAR AND moment PIAGRAM. 10/4/10kwon loku Tim उफ +3m t उफ 3m

A: (NOTE - According to Bartleby guidelines, we are directed to solve only one question at one time.…

Q: 20 kN 40 kN Draw SFD B.M.D lom lom 20 m 20m on sider reaction at t support B as redundant

A: Given data:

Q: Jer beam, 70 mm wiIdi and 9 m long, carries iformly from zero at t N/m at the wall. Dete

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Q: 4. Byusing MethodofSection, determinetheaxial forcein membersFC, EFand BC. 4 k 'F E 9 ft 2k A |C 30°…

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Q: problem1:. for the Simply sup-(Ted beam shownin figure FBD, draw Solve for The reaction and draw SFB…

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Q: DRax the Shean and moment diagroD. 80 EN 10 kN/m 2m R2

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Q: F= 20 N , p-15N; H= 6N; K= 3N FIND IN COMPONENTS OF EACH FORCE Fx t Fy s THEN ZFx? ZFy? FIND THE…

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Q: w w = Wo + kx² 7.2 kN 6.0 kN/m .3 kN/m 0.7 m A 0.9 m 1.5 m 0.5 m 0.9 m

A: To find support reaction

Q: Problem 4. Shear at point C 20 kN 20 kN D B C -3 m -3 m- -3 m- O+20KN-m -20KN-m O +25KN-m -25kN m

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Q: For the beam with the dimensions and loadings shown in the image, find the internal normal, shear…

A: Given: beam with point loads and moments as shown below

Q: 90 od zmsed ord gqua vign 11. For the truss shown, H = 10 kN, P = 85 kN, a = 1.5 m, b = 4 m, and c =…

A: Given:- H=10 kNP=85 kNa=1.5 mb=4 mc=3.5 m To find:- Total reaction at B

Q: 3-2.1-2: Find Reactions and pin force 2' 5' A 8k B 21k B

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Q: Determine the resultant of the force System shown in Fg and locate it with respet to point B" 20 loo…

A: Given that: A force system as shown below:

Q: g that the allowable normal economical wide-flange b» WI

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Q: 6 - Detemime the shear force at point B of the stnictitre shown (C,= 60 kN) 2.4KN/m B. Hinge 30m 10…

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Q: Compute moment (kN-m) at support D. 4 kN 20 kN 18 kN 4 kN/m 2m 6m 2m 2m 4m 2m

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Q: Ive the re ction to 25 kN/m fffffffftf 4 m 150 kN 4 m E 6 m 10 m-

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.