m the given beam loaded has shown; = }RA#² – M, {æ - ) + C1, Ely = ¿RA B -L/2– -L/2- Mo = 72kNm. L = 14m ermine the EI0 at point A need to show Solution

Q: s-156. Determine the length b of the triangular load and its position a on the beam such that the…

A:

Q: 6/6 In a cantilever subjected to a concentrated load (P) at the free end and having length =l,…

A: Draw the given beam:-

Q: For the frame shown in the figure, The beam has a plastic moment of 750 kN.m and the columns have a…

A: MP = 750KNm MP' = 375KNm

Q: Which of the following best describes the elastic curve (deformed shape) of the beam? Select the…

A:

Q: Q1/ Two Forces Shown in Fig. (1) acts on the bracket, determine the effect of these two forces…

A:

Q: The frame given in the figure R = 0.25m radius at point E a frictionless reel are available. Support…

A:

Q: 3.) Average: Area Moment Method Given the Compound Beam as shown below. Determine load P that will…

A:

Q: From the given beam loaded has shown; El = RA2² – M, (æ – ) + C1, Ely = ¿RA¤³ - }M, (x – )² + C;x +…

A:

Q: % (eyarnw, Jのかのビ,で Te 16f 180 'Ps: #1 The rods Shoan hove a diaueier of 1.5in.and a gae of…

A: To find normal stress in each rod and new length of each rod

Q: The beam shown is laterally supported at the ends only. Which of the following most nearly gives the…

A: Answer : We know that Lr is given by  Lr = 1.95*rts*E0.7*FyJ*cSx*h0+J*cSx*h02+6.760.76*FyE2 rts =…

Q: RD RA R. = 40 KN VD1² VD2 = M B1 82 2 m Mg2 MB1 hinge t-4m. Vpz KN KN 2 kN/m KN KN KN KN kNm kNm kNm…

A:

Q: Guestron 3 Pole OA is Subircted tu Ferce F, CF loN which Indyce s a moment The mogntudi OF MO IS…

A:

Q: The deffectign at the mitspan. 2 braw the Shear & Momept diagrams Uise E=50Xid2 Nm2

A:

Q: H.WODraw the shear Stress distribution diagvam for the I-Section beam with unequal flanges shown in…

A:

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

A:

Q: Detormine the reactions and moments for the beam shown using slope-deflection method. 18 k 10k 1. E…

A: The slope deflection method is used to analyze indeterminate beams. For a span AB, the slope…

Q: I have worked out reaction forces Ra and Rb, -= 3060N and 1710N respectively. could you please help…

A:

Q: VINY A Sted wire of 8mm diametel is used for lifting ** at it's lower end the the aa lood of 1200…

A: Diameter of steel wire = 8mmP= 1200NL= 150000mmModulus of elasticity = E = 2×10⁵N/mm²Unit weight of…

Q: Use the conjugate beam mathod to cltemina fr Slope and defleefion 67 point A 57 Hte Cantilavar beam…

A:

Q: Calculate Newtons Oistance and fora metres. in in Table %o Ercor Left Reachon R Right Reochon RK…

A: Consider the given figure. Show the load in Newton.

Q: Ely = MAr +RĄx² – P(x – )² + C1 Ely = Ma¤² + ¿RAr – ¿P(x – 4° +C1- Let P=75 kN, L = 17 m

A: We knowEIy'=MAx+12RAx2-12P(x-L3)2+c1EIy=12MAx2+16RAx3-16P(x-L3)3+c1x+c2(i)at x=0  y=0  and and y'=0…

Q: 10 kips OB M 4 kips If the resultant of the loads shown passess through point B, determine:…

A:

Q: y L1 B on x-z plane ---- L2 D X (0,0,0) L3 A tripod shown supports a load of P = 1000 N at point A.…

A:

Q: :) draw bending moment shear foice and ü) determine the maximum sagging end hogging mom iu)…

A: Fixed end moment MAB=-wL212=-63.43×6.6212=-230.25 KN-mMBA=+wL212=+63.43×6.6212=+230.25…

Q: The bloch has a velicaty 4= armls at A ard a Velsaity Ug- 15 m/s as it parses point B on the…

A:

Q: is a structure tiade of stetidet thiettibers which are joinied together at their érid point select…

A: A truss is generally a structure that is framed composed of members connected to each other at…

Q: acting at point (. F3-28. Replace the loading system by an equivalent resultant force and couple…

A:

Q: Is this right because the answers is different?

A: Given: L= 7meter H1= 1meter H2= 3meter a= 1meter b= 3meter F1= -10kN F2= 6kN P1= -3kN/meter P2=…

Q: compute the safe factored uniformly distributed deadload that will be added to the weight of the…

A: Span = 6mudl (LL) = 20 kN/mb = 280mmd = 415 mmfc' = 25 N/mm2fy = 420 N/mm2As = 6 bars of 20mm To…

Q: From the given beam loaded has shown; Ely = 1/R₁x² - M₁ (x) + C₁, Ely' = R₁x³ -/M₂(x - 2)² + С₁x +…

A: The given question shows the deflection equation of a beam, it is required to find the value of…

Q: 2. A trust rum d a solid right Craular Gne has an axjal hole of so Cm diameter as shown in figure.…

A:

Q: solve Ra and Rc using conjugate beam method. 1ookN sok -m DR F O EI, A B E to 4m zm PA RC RE As said…

A: Ra = - 174 kn  Rc = 68.59 kn Re = 230.446 kn

Q: compute the safe factored uniformly distributed deadload th will be added to the weight of the beam.…

A: Span L =6 mUniformly distributed live load = 20 KN/mWidth of beam b =280 mmEffective depth of beam d…

Q: Problem Find the midspan deflection 8 for the beam shown in Fig., carrying two triangularly…

A:

Q: For the given properties of the b determine the safest wy that th bf = 850mm

A:

Q: 450x3=950 lb.ft 250 H.w A Lug wrench is used to tighten a hexhead belt. Determine the magnitude (F)…

A:

Q: 1K 2K 1K D 60 60 /60° 600 60° 60° 10' 10 OE E 10' G. Solve for member FG.

A:

Q: Situation 2: Bean ABCDEFG below is subjeckd to multiple loads as show The total length the beam is…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

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

A:

Q: What is the Maximum moment in kN-m. Glven: W- 10, a - 3, b-8, and P- 90. PKN am W KN m b m Ry

A:

Q: PROBLEMS For each of the beams in Problems 624 to 629, compute the moment of area of the M diagram…

A: The length of beam, L=6mThe load is 1000N and couple is 400Nm

Q: in the figure snown, represent the resultant of the 3 forces and the couple by a force-couple system…

A:

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.