H.W. Determ at pins Ans: A Ay D %3D %3D

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: 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: 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: Don't use chat gpt It Chatgpt means downvote please

A: Here's a careful verification the calculations to ensure they are accurate.Step-by-Step Solution…

Q: 8. Find the particular solution of the following DE. a. D - 2D- 3)y 0; when x 0, y = 0, y -4. b. D2…

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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: Qパnele

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Q: 3 kips 10 ft B Determine the forces in 3 kips 10 ft members FH, DH,EG and BE in the truss using the…

A: Method of the section: It is one of the processes used to determine forces acting on a truss by…

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: 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: show

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Q: For cross sectional areas shown, calculate the moment of inertia with respect to the horizontal x-x…

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Q: Homework: Draw shearing stress distribution of the critical section? -I 500KN 12mm 12mm 276mm 12mm…

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Q: Draw the moment diagram.

A: To draw the bending moment diagram

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: Find the work done Force on crate%3D4 N Dispalcement=1 m

A: Introduction : The given question is related with mechanics . We are provided with value of force…

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

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Q: Situation 2. Determine the value of the plastic load Wn Jusing the concept of collapse mechanism For…

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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: 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: Method of joints. AB, BD, BC

A: To find force in member AB,BD,BC

Q: W14 × 82 A992 steel 13'

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Q: Draw the SFD and BMD.

A: To draw the shear force and bending moment diagram for the given beam.

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: Find SFD and BMD. Need only a handwritten solution only

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Q: Locate the centroid of the plate area shown in Figure. (SN/10) ft hat 20-- (MN/10) t

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Q: LA WHAT IS THE MINZMUM THICK NESS FOR A SIMPLY 251 SUPPORTED SLAB /THE -> VZEW DIMEN SINS SHOWN VZEW…

A: Question (1)A As per ACI 318 code Table 9.5 minimum thickness defined for a slab simply supported…

Q: Problem II. The fabricated steel members are being assembled into a truss on-site in the…

A: Let  ∆ = 2.870mm

Q: 9. Write the deflection equation. Place your answer in a box. 10. What is the deflection at the pin…

A: Solution_1

Q: External wall 2x4 sill plate runs along the perimeter 6m 1.5m 2m 2x4 studs spaced at 300mm o.c. 0 25…

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Q: roblem No.1 Calculate the allowable uniform load W that the beam could carry. Assume fe' = 28M…

A: Given Characteristic Compressive strength of Concrete= 28 Mpa Design Strength of Reinforcement =…

Q: Q1- Draw ILD for Ra, Rd, Vc,Mc,Vb- and Vb+ A 5 m B 7m 4 m D E 2 m

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Q: 24 kN 36 kN 18 kN 30 kN 12 kN | | 12 kNm A1=-24(1)=-24 1m 1m 1m 1m 2 m 2 m 3 m "RA=72 kN Re= 48'kN v…

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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: 12тm 12тm 276тm

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Q: rch Alt+Q) Heber John de Vera HI Review View Help ACROBAT O Record B Share so kN 40 kN/m lo kNm 20…

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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: What is the slant distance of the centroid of the gate (y)? 2 m measured from A 3 m measured from C…

A: We have to determine the slant diatance of the centroid of the gate ( y^bar ) which can be from…

Q: Referring to the figure below, solve for A. 6" 8" -40"- FL E EQUAL SPREAD 45° OFFSET -15"→ B 14" D

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Q: x' V3x - 5 dx

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.