1-FRONT+TOP+ LEFT SIDE 2-FRONT SECTION+TOP SECTION FROM MIDD. +LEFT SIDE SECTION FROM MIDD. OF RIB

Q: 5 Question. How many zero force members in the following truss

A: Zero force members are the members in the truss which do not have any force in them.

Q: 1. Please find the support reactions at A and 5 kN 20 kN В. 30° 1m 1m 1m

A:

Q: 2-2 Solve Prob. 2-1 with a- 3m,b- 4 m. Probs. 2-1/2

A: In Free Body Diagram (FBD) , We convert whole mass in a point and we only show the net force applied…

Q: Situation 3: Use method of section: Find the force in member BH? *

A: Consider the force diagram of the truss as, Now consider the equilibrium equation, for x and y…

Q: 9 kN 12 kN 9 kN F 30 10m 10m 10m 10 m + + ( all 30 60° 90°triangie)

A:

Q: Find left roller support reaction

A: Given data : Point load P=20 KN Point load Q=20 KN   Required : Left roller support reaction

Q: Use section method to find the internal force in member ED. B 2 m D. E -1.5 m -2 m- 6 kN 8 kN

A:

Q: C.W. ;DRAW: 1-FRONT+TOP+RIGHT SIDE 2-FRONT SECTION+TOP SECTION FROM MIDD. +RIGHT SECTION FROM MIDD.

A: Orthographic Projection It is a form of presenting a three-dimensional object into Two dimensional.…

Q: the furnace to build the chimney top are provided in Section B-B 16. Regarding wood framing, A.…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: reaction at hinge F.

A: Solution : from fig. ∆ CDEtanθ = 0.31.2         θ= 14.0362 Let the force supported by the roller at…

Q: Joint 2 Join

A:

Q: pont pressed 2 in for the position veen 800 and 2000 lb/in, pl of 100 lb/in. ugh 30 degrees above…

A: Use Energy Conservation: T1 + V1 = T2 + V2Vie = T2 + V2g12 k x12 = 12 m v62+ 12 I6 w2+ mg( 1.5)12…

Q: 2 nswer: B End plate = 12 Fixed plate Tube (2) a Rod (1) Ib-in di b TB B

A:

Q: Is the cantilever distance measured from the centre line of the structural member below or from the…

A: Solution:

Q: beam at quarter of the

A: Given ,

Q: 20lb 251b 1516 eft D 2ft 1,5 3ft B A F

A:

Q: Find magnitude and nature (tensile or compressive) of force in the members BD, BE, CE, HF, HG & IG…

A: Draw the free-body diagram of the truss.

Q: WIN J- y O -in 4- -|-

A: Steps to determine the Miller indices for directions: Find the coordinates of head and tail of a…

Q: Q) calculate the magnitude of the force P ?

A:

Q: Calculate the reaction A of the pin on bar AD of figure *

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Q: simply supported beam of length L and cons ed from the left end. The magnitude of maxin

A: given:y=woL4π2EIcosπxL

Q: kdentity the zero force members of the truss shown below. 15 kN 4m 4m 4m 4 m Ac 9 m G.

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Q: Draw FBD of THE BEAM (AOC). Only FBD no need to solve. Proper labeling of each force is required.

A:

Q: Short Torso, Short Arms Long Torso, Short Arms Short Torso, Long Arms Long Terso, Long Arms • Draw a…

A: This could be considered as a mechanics problem related to components of forces.

Q: maximum allowable transverse load in kN

A: Given; A fillet-welded joint is subjected to tranverse loading Fas shown in the figure.Both legs of…

Q: The value of shear force (VA) at the :hinge A is

A: For the given beam, it is required to determine the value of shear force at A.

Q: A 2 kN/m -5m- Figure 4 3 m 10 kN Į -2 m- B

A: Given

Q: = points A, B, C, D, E, and G. D is for the roller only as the ment

A:

Q: What are the Internal Moment Components?

A: In 3D internal loads have three force components. The first is normal and other two are the shear…

Q: Steel tie Area -1 in²

A: Area=1 in2E=30000 ksiI=600 in4 To-Find:- Natural-Frequency

Q: For the given Frame, draw SFD and BMD. 10 kips 4 ft B C 2 kip/ft 10 ft A 8 ft

A: Equilibrium is a state of a body at which there is no disturbance in a system neither inside nor…

Q: NOT TO SCALE G H F 6 m 11 m E B D 4 kN 10 kN 7 kN 6 4 @ m-

A: The free body diagram of teurs is : ∑MA=0 => FE (20) - 10(6)- 7 (10)- 4(15)=0…

Q: Prob. 5-15 4ft 4ft B 0.5 ft 3 ft Prob. 5-17 P. B Prob. 5-18 17 1/7

A:

Q: PROBLEMS 340 1- Determine a pair of horizontal and vertical components of the ( 340 N) force ? 15

A:

Q: A beam is loaded as cantilever. If the load at the end is increased, the failure will occur At the…

A:

Q: How many members is considered as zero force member? Input numerical value

A: For finding the zero force members, there involves the following steps. Find out the two member…

Q: 500# and 60 degrees all the members have the same length

A:

Q: e tensions at the ends pint to the ground.

A: 1 )   option B is correct answer  150m

Q: 8 kN 25 kN-m 2 m- 2 m -2 m 5 kN Fig (1)

A:

Q: 5 kN/m 5 kN/m -4.5 m- -4.5 m

A: given; AC=4.5m CB=4.5m AB=9m lets take reaction force at B=RBlets take reaction force at B=RA weight…

Q: FRONT LEFT RIGHT TOP (Show the section edges) A-A Cross Section B-B Cross Section B FRONT

A: Given 3D diagram To find Front views AA section Left views AA section Right views AA section Top…

Q: Determine the magnitude of the pin force at A. Assume W - 535 Ib, a -5.0ft. b-3.7 ft,r-7 in. B…

A:

Q: 20 kN 40 kN/m Al C 150 KN•M 8 m- - 3 m

A: A beam is defined as a structural member subjected to transverse shear load during its…

Q: Calculate the force on the bar CF.

A: If a force F is inclined at an angle θ with the horizontal, then the component of force along the…

Q: 1.5 kN/m C В -2 m- 4 m

A: Calculate the reaction at the support, RA+RC=1.5×2RA+RC=3   ....................... 1Taking moment…

Q: How many members is considered as zero force member? Input numerical value.

A: Concept: 1) If there are three members at a joint, out of which two members are collinear and then…

Q: Q 5 -3 ft- -4 ft- B C 4 ft

A: Mechanical Equilibrium: A body is said to be in mechanical equilibrium if it satisfies the following…

Q: Determine the forces in members FH, GH, and GI of the roof truss shown.

A: The reaction at A and L is calculated as : RA+RL=1+1+1+1+1+5+5+5=20…

Engineering Drawing

Technical drawing has been around since ancient times. As in the ancient Renaissance, complicated drawings were created, including Leonardo da Vinci's drawing. Modern engineering drawing, including its specific orthographic projection with scale conventions, began in Europe (France) during the early stages of Industrialization. L.T. C. Rolt also made some of Marc's drawings for its block-making machinery (in 1799) that also may have contributed significantly to British engineering technology. Since he learned the art of presenting three-dimensional(3D) items in a two-dimensional(2D) plane, as we now term mechanical drawing.