100KN Foln 5okN FOKN A B 2"L 2m 12m. Find the location and value of max Mmax with the help of influence line under the loads given in the figure. www wm www wm w w

Q: q Г es 100mm [ a 800 use transformed Area method 1) Find Mer = ? 2) The max Live Load if the beam…

A:

Q: Provide or determine the following: a. Free body diagram with a loading diagram suitable for the…

A:

Q: ヒ= ,to? B DETERMINE Pe FUR TIHE BEAM SHoLIN PBNE USINO THE V2TUAL DE AM MET Hon.

A:

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

A:

Q: 5. Draw the FDBS of member ADB and BEC 1m 1m В E 1 m D 1.6 m A

A:

Q: The resultant of the distributed loads acting on the beam is ... (KN) A (Rounding your answer to the…

A:

Q: Draw the load and moment diagram of the beam with the shear diagram as shown: (KN) 2 +¹ 36 $ 1.6 16…

A:

Q: 109 1690 Wu 5 KLf 2 10ft 3" I Need to calculate Kr 3" 14.4 #3 at Coo.c. 3#9 Check if 10ft is ok ok…

A:

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

A:

Q: Please answer urgently Please Provide FBD. Thankyou

A: Given: The weight (W) is 75 lbs. The coefficient of static friction is 0.25. Consider the figure,

Q: Censistentdefor. Ex5n Analyze the frame shown. method Cassume re dundants are using Cx cund Cy) GL…

A: Method of Consistent Deformations (Flexibility Method): Consider the free body diagram of the given…

Q: В BD 06 E A B Ad CE LE CD A C Find all bar forces using methods of joints. Joht C AC = BD = DE = 10…

A: Please refer step 2 for detailed explanation and solution.

Q: 19.9 Compute the design moment capacity of the preten- sioned beam of Problem 19.2 if f. 200,000…

A: Given, The yield strength of pre stressing steel fpy=200000 psi The nominal yield strength fpu=225…

Q: 2.5 ft, 2.5 ft, 5ft Rax 20 lb 40 lb Ray Rbx Rby Cx

A: Given -

Q: LFt LFh BF BFw L-Beam BFw: 40 BFt: 10 LFh: 30 LFt: 5 r:

A: Note :- as per our guidelines we are supposed to solve first three SUBPARTS only. So please repost…

Q: 8) Using the method of singularity functions, the load w(x) for the beam loaded as shown is:…

A: Answer : Data provided : Triangular load = 9Kips /ft  for the length of 6ft The span of the beam =…

Q: Determine  support reaction at B

A: Given data : Point load=P P=23 kips Uniformly distributed load=q q=1 k/ft

Q: A built up steel column has section shown in figure which is used to support a square (16 ft)…

A: Slab 16ft X 16 ft X 8 inLive Load, WL = 100 psfDead Load, WD = 40 psfEffective length, KL = 6…

Q: 17. Solve for Equilibrium, considering the concentrated load shown and the uniform weight of the…

A:

Q: 7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7…

A: Types of Slab : The two types of slabs which are considered while designing a structure are : One…

Q: DETERMNE ALL BAR ORCES. N ODE AS LUTED DELOW. AB AC BC EG BD FE YOUR YO-HAS MAJ9 YATIAA2 BE CV8VH le…

A:

Q: Ias 글 RAz2-Mo (z-블〉 + Ci, Ely = Mo B –L/2- -L/2– = 59kNm. L = 12m ine the EI0 at point A

A:

Q: I- 26 -I- 2 C 20 I 24 28 1 one story Building. WOL = 90 psf including beam self-weight. between D…

A:

Q: D H ZK 2nd K- L 1.St. * 20! * 30

A:

Q: Determine the load carried by HG, CL, CD and CK

A:

Q: Dia Mes 1. Exi For The column shown Find crticial Load (P). 1P Solution: [P Ms.

A:

Q: Load Elongation o eng Eeng OTrue ETrue Lo |(mm)|(mm) F(KN)|SL(mm) No. Do 1 25 12.5 0.00 0.00 2 25…

A: Solution: From given table find the Stress and Strain; Engineering Stress/Strain:…

Q: Using the dred 206 N/m "The tect proper the EAR AND BEND maternizaterial or comunicat and the…

A:

Q: A uniform square table top having sides 4 m long, weighs 100 N and supports a weight of 50 N3 m from…

A:

Q: For the fixed-ended beam shown in figure below, each end moment equals: A B L/2- L/2- P/8 P/16 P/2 O…

A: Given:- A fixed-ended beam is given with a point load  The magnitude of the point load = P  To…

Q: 96 WA Draw S.fiD and BiMiD for beam Shown by graphial me thod? Ans/ Vnnt= 29.5 lW 15W 25 W/m 3KW =…

A:

Q: 7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa…

A: Types of Slab : Two types of slabs which are considered while designing a structure are : One way…

Q: The total average load is 60 lbs/ft³. Calculate the reactions in Beam D Column 1| Beam A Column 2…

A: Given: Average dead load and live load = 60 psf

Q: Determine relation at A and B of the following figure

A: let us assume that, the horizontal angle made by the rod is θ  and, the weight of the rod be W which…

Q: 2b This beam has a pinned support at the left end at A and a roller at the right end at H. There is…

A: Take moment about A:∑ MA=0RB4×b-P3×b-12w2b23×2b=0RB=5×3+0.762×43×154RB=7.56KN