Design a beam of A992 steel for the loading shown in Figure below. The compression flange bracing is provided at the supports and at each concentrated load. The selected section should be the most economical section. Consider bending and shear only. Solve according to AISC-LRFD specifications. TIA

Q: W 14 x 142 is used as a column having a length of 8.48 m. long. It is hinged at the r end and fixed…

A: Given data- Properties of W 14 x 142 A = 26967.69 mm2 d= 374.65 mm bf= 393.70 mm tf= 27.00 mm tw=…

Q: RFD method for the following welded shape: T in × 50 in, and the member is simply supporte-…

A: SOLUTION - How much longitudinal steel required per path would be 0.0031 in^ ^ 2/f * t How much…

Q: A plate girder cross section consists of two flanges, 11⁄2 inchesx 15 inches, and a 5⁄16-inch 3…

A: To determine whether the girder have shear strength or not we have to calculate the shear cause due…

Q: By using LRFD method determine the max load (P) can be applied on the structure shown to be tension…

A:

Q: A 3 meter high W14 x 43 columns in a 5-Story steel braced frame is pinned at the top and bottom and…

A:

Q: 8. HSS 10 x 8 x1/4 with Fy-50 ksi is selected to be used as a compression member with KL=10ft.…

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

Q: All problem solutions must include FBDS. O nge D 2adnarn i OBIOu CL COuby 1. Determine the force in…

A: To determine the force in member BC, CF and FE of the given truss.   As we are required to determine…

Q: Refer to Fig-III Design Shear reinforcement for the beam shown in figure. fyt =300Mpa. Main steel is…

A:

Q: A 50 ksi W14x22 is used as a compression member. The member is pinned at each end and it 8-feet…

A: Yield Strength (Fy) = 50 ksi Elastic Modulus (E) = 29000 ksi  Section = W 14 x 22 Length of column =…

Q: 8. A W12 × 65 of A572 Grade 60 (414 Mpa) steel is used as a compression member. It is 7.9m long,…

A: Given, W12 x 65 Fy = 414 MPa DL = 600 kN  LL = 1420 kN

Q: 1. Determine the buckling strength of column C1 shown below and check the inelastic column buckling…

A: Given data: Steel A572 grade 345 material Fy=50 ksi Section for column C1, W460x177 Ag=22600 mm2…

Q: te t for Tension and C for Compression). ]12 kN 4 m B 6 kN 4 m C E I K 6 @ 3 m

A:

Q: -36 steel and NSCP 2001

A: Channel-section  MC 8 × 20 A = 5.88 in2  d = 8.0in  bf= 3.03 in  Ix = 54.4 in4 Iy = 4.42 in  =  x…

Q: The beam column shown below is part of a braced frame. The factored loads and moments are given as…

A: Section properties of W 14 x 61:Ag = 17.9 in2ry = 2.45 inrx = 5.98 inIx = 640 in4Slenderness…

Q: The beam under the Live and Dead loads is shown below. The steel class is $235. 9.% L1 L2- a.)…

A: Step-1

Q: Pe Po Pp P. If lateral support is provided at both ends, and at the load points, select the lightest…

A:

Q: Solve the problem below using method of section. Indicate if it’s compression or tension

A: Step 1: Step 2: Step 3:Step 4:

Q: SOLVE FOR THE FORCE IN ALL MEMBERS OF THE TRUSS. SHOW SOLUTIONS CLEARLY USING METHOD OF JOINTS AND…

A:

Q: A3 meter high W14 x 43 columns in a 5-Story steel braced frame is pinned at the top and bottom and…

A:

Q: Wb1 CANTILVER BEAM DEFLECTION CALCULATORS www.amesweb.info No. Location Magnitude 1 3 m 10 N 2 6 m…

A:

Q: Using the met bod of joints, determine the force in each member of the truss shown. Indicate whether…

A:

Q: W 14 x 142 is used as a column having a length of 9.21 m. long. It is hinged at the r end and fixed…

A:

Q: A W12 x 79 of A572 Grade 60 steel is used as a compression member. It is 28 feet long, pinned at…

A: Properties of steel are taken from AISC table.

Q: Determine the nominal flexural strength of the following welded shape: The flanges are 1 inch x10…

A: Given:- The dimension of the flanges = 1-inch x 10 inches The dimension of the web = 3⁄8 inch x 45…

Q: F1-17. The strut is glued to the horizontal member at surface AB. If the strut has a thickness of 25…

A:

Q: Wo Q3. Prove that the stress of beam under bending moment is My I /2 /2

A: Consider a beam of length "l", bent in the form of a circular arc as shown in the figure. Consider…

Q: For the plate girder shown below, check the flexural strength, then shear strength on end and second…

A: Given, PD=60 kipsPL=30 kipsFy=50 ksi h=86 in

Q: Member BC is an A992 W12x40 and is bend about its strong axis. Take L = 20-feet, Pu 90 kips, and wu…

A: Member BC is an A992  and is bent about its strong axis. All joints are pinned.To determine:moment…

Q: Select the lightest wide flange section that can safely support the loading. The beam has allowable…

A: The given figure is shown below:

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

A: The grade of steel used = A992 steelThe steel section used as a flanges = PL 16x380The steel section…

Q: A WT205 × 30 structural steel section (see Appendix B for cross-sectional properties) is used for a…

A: To Find a. Slenderness ratio b. Euler buckling load c. Axial stress in column Given data WT205×30…

Q: An existing beam section was investigated and found out the following elements: b=250mm h=450mm…

A: Breadth, b = 250 mm Height, h = 450 mm Concrete cover = 40 mm Diameter of stirrups = 10 mm Grade of…

Q: Determine the forces BG, DF & BC of the truss using method of joints. 80 k 80 k 20k 8ft 80 k 80 k 8t…

A:

Q: The assembly consists of two posts AD and CF made of A-36 steel and having a cross-sectional area of…

A: GIVEN, steel  area of AD and CF =1000 mm2 Est = 210000 N/mm2 Aluminum area of BE = 1700 mm2 Eal =…

Q: 1,115 kN 325 kN.m Determine whether the given member satisfies the appropriate NSCP interaction…

A:

Q: A W310 X 117 of Grade 60 steel is used as a compression member. It is 8.5m long, pinned at each end,…

A: Given data:- Steel grade is 60 W section is W310×117 Service deal load, DL = 800 kN Service Live…

Q: An 80-foot long plate girder (see below) is fabricated from a ½-inch x 78-inch web and two 3inch x…

A: Dead Load Live Load Concentrated Live Load Girder Length Flanges: Two Web: Steel Material:…

Q: Current Attempt in Progress A pin-connected structure is supported and loaded as shown. Member ABCD…

A: Given data -

Q: Problem 1: The truss shown below is made of fiberglass member section and an axial strength of 14…

A: Given : Axial strength = 14 MPa dia of high strength nylon pins = 20 mm Shear strength = 25 MPa…

Q: An open channel is to be designed to carry 1.0 m3/s at a slope of 0.0065. The channel material has…

A: As per our company guidelines, we are supposed to answer only the first three subparts. Kindly…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A:

Q: Design column BE as part of an unbraced frame system shown below. Use W12x87 for girders and W14x132…

A: A compression member is a structural element which is subjected predominately to axial compressive…

Q: W 14 x 142 is used as a column having a length of 8.48 m. long. It is hinged at the r end and fixed…

A: Given values- A = 26967.69 mm2 d= 374.65 mm bf= 393.70 mm tf= 27.00 mm tw= 17.27 mm4 Ix= 695.11 x…

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.