length of the beam portion starts to 3.70 m (from support), if thes the stirrups to be installed is 87, None of the Choices 16 pcs 19 pcs 26 pcs 23 pcs 21 ncs

Q: inforcement for a balanced design. If so reinforced, determine the safe moment PROBLEM: a capacity…

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Q: Use the method f sections to find the force the member s BD,CD,and EC

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Q: + Find the Plastic and Section Modulus of a A W14 x 34 with cover plate on each flange. The plate is…

A: Given: Section W14 x 34:

Q: Refer to the illustration below. fc=28 MPa, fy= Determine the ultimate axial capacity of tl b.…

A:

Q: The free-body diagram of the entire truss is shown. Find the force ly. I, M K C D E F A, L. L. L L.…

A: Find value of Iy,force in members CD,CJ and DJ

Q: Identify the twp-force members in this frame. 192 N 1.25 m C ID 3. 1.75 m 3. IE F -2 m 2 m Select…

A: A two force member consists of two hinges or pins at both ends and has no external load in between…

Q: Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge…

A:

Q: Q - 4. For the given truss structure below; BY USING THE METHOD of SECTIONS; determine the internal…

A: The FBD of the given structure can be drawn as shown below

Q: A 7.0 m simply supported rectangular beam has a width of 450 mm and a depth of 850 mm. Supports, in…

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Q: Question Steel beam shown to Chock the adequacy of Grade 250 Carry Force. Note that fy For Flange…

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Q: Determine the load in each member of the truss in figure below

A: Truss is a structure that is the combination of three or more members which acts as a single object.…

Q: Practice Problem 1 A steel beam having a simple span of 8 m is subjected to a moment M at the left…

A: Given  Width of flange,bf = 210 mm  Thickness of Flange , tf = 16 mm

Q: Problem. A DRCB w/10mm stirrups spaced @ 150mm o.c. is subjected to loads as shown. Required:…

A: Given:  ABCD=3787 dead load =23kN/m live load = 37kN/m length of span=6.7m fy=413MPa fc' = 38MPa…

Q: Draw AFD ,SFD an BMD for frames below

A: Two frames with loading as shown given. To determine the AFD, SFD, and BMD. Now, Degree of static…

Q: aw the NFD, SFD, BMD for the following beams: 50 kN 10 kN/ m 3m 4 m

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Q: L- w 22 N/m L= 15 m

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Q: Compute the ultimate moment of resistance of a T-beam in (kN-m) of effective flange width 900 mm and…

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Q: H.WI i Determine the Reactions of Supports for the Figure Shown Below. 20KN 10KN/m hinge B. C 4m 3…

A: Data Given: Asked: Reactions of support

Q: couMN IS 0 +EET LONG AND IS PINNE ES. LIIWIT COUMN SIZE TO A NO MINAL K im

A: step - 1  calculate the required strength             LRFD                  ASD P_{u}=1.2(140…

Q: Im 3m A Im 5m 3m 5m 50KN 50 KN 80 KN Find the axia) stresses of member and state if its tensile or…

A: With the help of method of Joints, Forces in members BD,CD,CEFirst calculating basic reactions of…

Q: What is the ASD moment capacity of a 5.125x15 Glulam Beam with Fb = 2400psi? A. 461 k-ft B. 38 k-ft…

A: The maximum bending moment that an entity can withstand before failing to bend is referred to as its…

Q: PLATE #3 PROBLEM: A built up section of A992 steel is made from plates fully welded together. The…

A:

Q: GIVEN: Cantilever beam and its reactions REQ'D: A) Draw V and M diagrams using relationships and…

A: Solutions; Given that;

Q: 5. Determine the moment capacity of the beam section shown in figure below. fy = 415 MPa 300 3-254…

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Q: 24 kN 3m -3m B 3 kN/m 4 m REDMI NOTE 9 PRO AI QUAD CAMERA

A: The following figure shows the Free Body Diagram of the frame.

Q: 2/58 The cantilevered W530 x 150 beam shown is subjec- ted to an 8-kN force F applied by means of a…

A: Given a cantilever beam W530×150 subject to a force of 8 kN. It is asked to determine the equivalent…

Q: Calculate the minimum required spacing of the stirrups in the beam when they are required.

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Q: Q2/ A100 X100 X8 mm angle is welded to a gusset plate,find L1 and L2.

A: Given:- force=200kN To find:- L1 L2

Q: The A992 steel rectangular hollow section column is pinned at both ends. If it is subjected to the…

A: The given figure is shown below:

Q: Determine the maximum axial force in member FG.

A: ##  Determination of Maximum  Axial Force in Member FG### Using ILD when multiple rolling loads acts

Q: 2. Given: A cover plate (3/4" x 10") is welded to one flange of a W12x45 as shown. Fy= 50 ksi The…

A: Size of plate = 3/4" x 10" W12 x 45  Fy = 50 ksi L = 22 ft or 264 in

Q: A6x 12-in. plate is subjected to four loads as shown. (a) Replace the given forces with an…

A:

Q: lo05/ A timber beam bomm by 250mms rein forced at the botton only by a steel Plate, es Skonn infig-…

A: From the Given Data:

Q: 200 kips and A WIo section is to be selected to support the loads P DEAD Pwe = 350 kips. Use 50 kai…

A:

Q: what is the compressive buckling capacity of flange plate of the flange connection in kips?

A: Flange plate 9.4 x 1/2 inA36 steel Fy = 36 ksiFu = 58 ksi

Q: Determine the Bar Forces FMJ and FoE (section method), and one Zero member; Show all F.B.Ds.

A: GIVEN

Q: 4 m 3 m A 25 kN/m B 20 kN 7m D 3 m 3 m 4 m 100 C kN E

A: Given:- To find:- Axial force diagram, shear force diagram and bending moment diagram.

Q: (For problems 22-24) Three loads are applied to the short rectangular post shown in Figure. The…

A: Given:Px = 60 kNPy = 200 kNPz = 90 kNa = 150 mm, b = 75 mm, c = 60 mmL1 = 50 mm, L2 = 30 mm Using…

Q: Compute for the ultimate moment capacity of an am simply supported steel beam with the properties…

A: Answer  (a) Unbraced length Lb =3 m, Cb =1 Lp = 1.76ryEFy Lp = 1.76*21.51200000250 Lp = 1070.77 mm…

Q: r) what is the compressive buckling capacity of flange plate of the flange connection in kips? (2…

A: Compression Flange : Compression flange is a widened portion of a beam or girder which can be a…

Q: The UKB 610 x 305 x 179 in S275 section is strengthened by welding a 310mmx20 mm plate of S355 to…

A:

Q: 3. By using section method, calculate the force member of CE, DE, DF and FE of the given truss. 3m…

A: Consider the moments about A as follows:

Q: A four-meter intermediate floor beam is made of ASTM A992 steel (Fy = 350 MPa; F₁ = 450 MPa) rolled…

A: Answer  (a) AISC Manual 14th edition section B4 says For flexure Compact section are one whose…

Q: Check the adequacy of the given beams to adequately support the 25kN/m distributed load. The…

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Q: Identify all zero-force members (you do not need to solve for member forces). d b 10' P 10 h j k m…

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Q: Problem No. 2 For the beam shown below has the following properties E = 100,000MPa 580x10³mm4…

A: Given, E = 100000 MPa I = 580 x 108 mm4

Q: calculate(design) the section of steel beam below. assume any needed information k9/m2 D=400 L-300…

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Q: Use the method of sections to find the for the member s BD,CD, and EC You Can use the ethad of Ents…

A: To find member force