-7 Determine Ix and Iy for the cross- sections 6" 2" 12'

Q: H.W1: Draw I.L for RA, RE, VB, VC, VD, MA, MD, MC. 3m B + 3m C 2m D 4m

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Q: -1-

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Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Answer  We are given  weld size = 5/16 in weld length = 13 in  two sides FEXX = 70 ksi Calculations…

Q: Sho X CO ethod of Joints Go X =, Ay, Cy= bmit clear Unt X Reb x As shown, a truss is loaded with…

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Q: ⒸCOMPUTE FOR SX, ZX AND SHAPE FACTOR 3in 3/4 in. 3in. 5/8 in. 5/8 in. 1) 12"

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Q: 3 - 6" wide d= 18" - 0" Figure 2.5.4 - Question 4 Inside perimeter Outside perimeter Centreline

A: A circular ring of plan is given.  Inside diameter, D1 = 18 feet Width of ring , t =  3 feet 6…

Q: Olim 5x+ 2 4x2-1

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Q: (A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran…

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Q: Type EDL Std_Nomenciature AISC_Manual Label C15X50 C15K50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0…

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Q: Identify and circle 2 Simply Supported Beam and 2 continous Beam at structural drawing

A: To Identify 2 Simply Supported Beams and 2 Continuous Beams in the given structure.

Q: a) EI L

A: We are authorized to answer one question at a time, since you have not mentioned which part you are…

Q: Q. Calculate SFD and BMD for the following beam w (N/m) B A X L- w 22 N/m L= 15 m

A: Given data:         Cantilever Beam with Uniformly Distributed load at free end         W= 22 N/m…

Q: Define the distance between the adjacent faces of the stock rail and the check rail , is called

A: The stock rail in the railway track are the main rails which are fixed. In the turnout the stock…

Q: 1) lim x² - 16 x 4x + 4

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Q: Draw The plan and Find TF and FF?? Activi Depends on Dura ES EF LS LF TF FF A 4 ------- B А 2 В.F…

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Q: USing Virtuall Work method Draw Bm.D and S. fD 2 2M

A: We have to draw shearing and bending moment diagram

Q: What part of the connection shown does not comply with NSCP 2015 Section 510.3.3, 510.3.4 and…

A: Given data-

Q: Cover Plate 27"x1" #3 # 2 Channels - C15x40 8" 8" mputo the rodii of qvrotion y o ond 中

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Q: Centroid and Moment of Inertia For the following 'shapes', determine the following: (a) Area, A (b)…

A: Note:- dear student, as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: 1) choices: 5.19 8.19 7.82 6.32 2) choices: 116.5 140.3 192.83 101.99

A: To Determine Y bar  Moment of Inertia about x axis

Q: d. Determine the following for Girder G2 i. What are the girder width, depth, and length dimensions?…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: Problem 2 Find the loading for the floor beams B-1 through B-5, and G-3 through G-5 of Problem 2 of…

A: A floor beam is a huge pillar, normally steel, that traverses the width of a house at the middle and…

Q: Determine the net area for the plate PL // x9 with 3/4 in bolts indicate which area controls

A: Diameter of bolt = 3/4 in Number of bolts, n= 6 Size of plate = 1/2' * 9' It is asked to determine…

Q: DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16"…

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Q: • Part A A plantic strip having widh ofmend a mass of 300 ghoon n (En pases betaen t layen Aand Bol…

A: μ = 6.24Ns/m2

Q: Explain the following terms in 6-7 lines minimum. a) Bishop Simplified Method b) Critical Factor…

A: 1) This is the method used in stability of slopes.  2) The Bishop simplified  method uses the method…

Q: Determine the volume of concrete of Girder G2 from gridline A/1-2 if there are 18 identical spans in…

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Q: Verify the value of ry given in Part 1 of the Manual for the double-angle shape 2L5x31⁄2 x 1⁄2 LLBB.…

A: Calculate the moment of inertia about y-axis: Where; I is the moment of inertia about the y-axis A…

Q: What are the internal forces in the sections shown? 6 KN g ( g f c d 0.1 m 0.125 m -b <- CD- 6kN

A: Step 1: Step 2: Step 3: Step 4:

Q: W14 × 82 A992 steel 13'

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Q: what is the bearing capacity of the beam in kips? (2 decimal places)

A: Answer We know that considering bolt hole deformation is a design consideration Bearing capacity of…

Q: Calculate P1, P2&P3 and Draw the S. F. D and B. M. D

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Q: :Draw I.L for members a, b, c & d. F G b H 4m 1 3m 3m 4m 3m

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Q: (1) 10" 12" 2" 5" 2" 2" 8" A992 steel &Mp= ?

A: Steel grade - A992  The tensile yield strength, Fy = 50 ksi A cross-section of a steel structure is…

Q: ] Use graph paper to draw simplified sketch of the gear and the rack shown in problem 5/64(79). What…

A: Figure is as shown

Q: 1. Method of Joints: Find AB AC BD and BC (edited) 9 ft 9 ft A B -18 ft 18 ft- C 18 18 ft- D 6 kips…

A: Given: A simply supported symmetrically loaded truss with hinge support at A and roller support at…

Q: Q 3: Draw A. F. D., S. F. D., and B. M. 12 kN/m D. for the frame shown in Fig. (3) 100 kN B. 4 m…

A: We have to draw axial force, shear force and bending moment diagram

Q: 40" -45"-

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Q: H Y G 30 kips - 20 30 kips C 40 kips 40 kips 40 kips 50 kips 70 kips

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Q: B 3 ft 6 ft A 3 ft Draw SFD and BMD

A: Find the reactions consider ∑Fy=0VB+VA=12(3)(600)+600(6)+12(3)(600)as it is symmetrical beam…

Q: built up sections determine the centroidal moi of the built up section shown in the figure. it…

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Q: 2 – (20%) For the beam shown in Figure P-2, draw influence line for reactions at A, B, and shear at…

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Q: 33. Draw three views of the shalt guide. 22 -55 57 30 20R 15- 22 45 -85- 40 Bore 70-- PROB. 33…

A: We can represent any 3D figure in 2D by 3 views  Top view  Front view  Right / Left side view

Q: -3 ft- 100 16 -3 - B 200 ft 2 ft

A: Reference : Structural Analysis, Beam analysis Given data : A beam with load acting on beam 3ft from…

Q: Draw the FBD of member ABC 160 mm 90 mm 240 N IS0 mm B. 320 mm D. 125 mm -300

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Q: draw   Cantilevered (one-way ) slab- 12 mm diam. main bars spaced @  200 mm o.c. b/w with 10 mm…

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Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).