Fore bearing (FB) and back bearing (BB) of lines PQ and QR have been measured as Line PQ FB 59° ¹0' BB 235°0° 125°30' 309° 30' QR The correct value of the interior angle PQR will be

Q: FROBLEM. For the gier propped begm, determine 4Thẻ deffeig at the mitspan. 2 braw the Shegr & Moment…

A:

Q: 10kN 3m 3m 3m

A:

Q: Q₂) Q2) for the fig find design strength moment beam use бес 28 Mpa Can be applied бус 420 мра 6n…

A: A beam is given belowif fc' = 28 MPa and fy = 420 MPa then findDesign the moment of strength of the…

Q: Determine the nominal moment strength of the irregular beam shown. fc' = 21 MPa and fy = 413.70 MPa.…

A:

Q: Analyze all member forces by using method of joints

A:

Q: Dvestion 2: For the shown , determine the using beam slope and des ection poit c at Moment - Aria…

A:

Q: In each case, show how to resolve the force F intocomponents acting along the u and υ axes using…

A: (a) The free body diagram of the forces acting on the system using parallelogram law of addition is…

Q: 2. Determine lg-g for the T-section shown. 40mm 209.545mm 250 mm g g 100.455mm 60 mm 200 mm

A:

Q: M- 12 (25L - 40L2x2 + 16x*) Ely- 960L WL SwL 192EI WoL -8,- WL 120EI 60EI for 0<x < 6. ML L.

A: Find maximum deflection of given beam

Q: (3) Determine the displacement of point B for the following tapered beam. (The Modulus of Elasticity…

A: A cantilever beam of length = 4mThe beam is loaded with a point load of 20 kN at its free end.The…

Q: tee section is made up of a 30 mm *150 mm flange and a 30 mm * 160 mm web. 5. Which of the…

A: Given a T section,we have to find location of neutral axis

Q: FROBLEM. For He gien pro ppad beam, determine 4The deffectign at the mitspan. 2 braw the Shear &…

A: To determine support reactions in propped cantilever beam, we have to consider zero deflection at…

Q: Determine the location of the neutral axis from the top of the beam. M=250 k-ft and n=9. Area for…

A:

Q: Ex! 2 Design a round spiral Glumn to support on axial dead lod Polof 1090KN and an oxial live load…

A: Spiral column reinforcement : Diameter : i) 14*ϕLL ii) 6 mm Take maximum of above  ϕLL is the…

Q: P₁=25kN C A P₂=75kN 2.0m D 1.5m 1.5m E 1 F P3=45kN B TITTTTTT 2.0m Support at B is a pin 1.5m 1.5m

A:

Q: upport (A). Use E = 200 GPa, I = shear and moment diagrams.

A:

Q: Replace the loading shown by an equivalent singleresultant force and specify the x and y coordinates…

A: Calculate resultant force:

Q: Determine whether the plate is ill-arranged, geometrically unstable, statically determinate,…

A:

Q: Find redundant REy. All bar areas equal. (Ans: REy = 45.44 k) 60 k BY 30 k E D 60 k 30 ft - K30 ft -

A:

Q: 159. 160. The slenderness ratio for tension members should preferably not exceed a. 300 b. 290 C.…

A: We have to draw reference of slenderness ratio and spacing of bolt.

Q: 6-3. Locate the centroid of the area. *6-4. Locate the centroid y of the area. 4 m 4 m

A: To find centroid of given curve

Q: Н G 3 k 15 ft E F D 4 k- 15 ft А В C 18 ft -20 ft

A:

Q: Draw the B.M.D for the following

A: The diagram given in the question is as follows:

Q: Find the horizontal defleftion of joint E. E= 2,000 ksi; I= 10,000 in⁴

A:

Q: For the cover-plated beam shown, determine the following. a. Determine the location of the centroid…

A:

Q: No upvote for handwritten. PLEASE SKIP IF YOU HAVE ALREADY DONE THIS. Thank you

A:

Q: Determine the horizontal displacement at joint B using Virtual Work Method for the truss shown

A: EA = ConstantE = 200 GPaA = 1500 mm2 Determine the horizontal displacement at joint B using virtual…

Q: 8-3. (Ans. 4.21,7.15, 1.70) |3글 in dia. Solid FIGURE P8-3

A:

Q: For the beams loaded as shown, derive the equation of the following using Macaulay bracket…

A: A loaded beam is given in the question and it has been asked to derive equation of elastic curve,…

Q: Q2) Find the support reactions, and draw M, N, V diagrams of the frame. P=(4+B)N Q=3N q =8N/m L=3m h…

A: Due to math type not available i am providing hand written solution to you

Q: (3) Stresses a Point A 50KN 50=Ay TENE TEM 14715 2m B Between Aand B 2m 100 للاbo COD + -50 2т ту-т…

A:

Q: 2 w * EI = 20000 KN.m AZ Q/ Find thi Form & 3m 2m 4 Load (w) if the deflection at Dis (3mm) 4pward ?…

A: Let w be in KN/m  EI = 2 x 104 KNm2

Q: joint D as a pivot point: fi

A: Draw free body diagram

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.