A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 kN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up

A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 kN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

See similar textbooks

Similar questions

Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Q-6 While designing for a steel column of Fe250 grade the base plate resting on a concrete pedestal of M20 grade, the bearing strength of concrete (N/mm2) in LSM of design as per IS 456: 2000 is .........
Item 2 Figure 1 A D of 1 -0.5 m- 400 KN B -0.5 m C 0.4 m Part A The assembly consists of two posts AD and CF made of A-36 steel and having a cross-sectional area of 1100 mm², and a 2014-T6 aluminum post BE having a cross-sectional area of 1700 mm². If a central load of 400 kN is applied to the rigid cap, determine the normal stress in each post. There is a small gap of 0.12 mm between the post BE and the rigid member ABC. (Figure 1) Enter your answers, separated by commas. JAD, CF, OBE = Submit O Π| ΑΣΦ ↓↑ My Answers Give Up vec ? MPa Provide Feedback Continue
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: A bolted connection shown is connected by 20 mm diameter bolts with an edge distance of 50 mm and the distance center to center of holes to be 75 mm. Assume that the deformation at bolt hole is a design consideration. The bolted connection is carrying an ultimate load Pu = 1500 kN, Fy = 248 MPa, Fu = 400 MPa and Fn = 415 MPa. Determine the following: (1) Design bearing strength of one bolt. (2) Design shear strength of one bolt. (3) The number of bolts are required for the connection show. P 12 mm plase P= I S00 kN 18 mm platr 12 mm plate
Use principles of steel design solution NOTE: spacing of rivets is 150 mm.1. Compute the maximum bending stress of the beam in compression. 2. Compute the maximum bending stress of the beam in tension. 3. Compute the maximum horizontal shear stress of the beam. 4. Compute the shear stress
Solve the following and submit with the same format of this module, A4 size: 1. Determine the nominal axial compressive strength for the following cases: a. L = 4.6m b. L = 6.0m W10 x 33 A992 steel
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P= 23 kips, w= 6.0 kips/ft, LaB = 5.8 ft, Lgc = 5.8 ft, and Lco = 15.8 ft. Determine the magnitude of the maximum bending stress in the beam. B Ic LAB I Lnc LCD Answer: Omax = ksi
A steel column is pin connected at the top and bottom which is laterally braced and subjected to transverse loading. It carries an axial load of 800 kN and a 70 kN-m moment. Use ASD. The steel section has the following properties: A = 13000 mm² r = 94 mm Ix = 300 x 106 mm4 Sx = 1200 x 103 mm³ L = 3.6 m Yield stress Fy = 248 MPa Axial compressive stress that would be permitted if axial force alone existed, Fa = 115 MPa Compressive bending stress that would be permitted if bending moment alone existed, Fb = 148 MPa Members subjected to both axial compression and bending stresses shall be proportioned to satisfy the following requirements: Mry + 9 Mex Mey Determine the axial compressive stress if axial load only existed. Pr 8 Mrx + Pe 75.82 MPa 61.54 MPa 33.96 MPa 16.25 MPa Determine the bending stress if bending moment alone existed. 76.25 MPa O58.33 MPa 13.33 MPa ≤ 1.0 16.59 MPa Determine the value of both axial and bending moment interaction value, considering the amplification due to…
A square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness, 12mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to te concrete base by 4-16mm diameter anchor bolts. The diameter of the pin is 16mm. Which of the following most nearly gives the shearing stress in the anchor bolts? Choices 150.00 MPa 59.68 MPa 51.69 MPa 119.37 MPa
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w = 4.8 kips/ft, LAB = 4.2 ft, Lec = 4.2 ft, and Lco = 16.0 ft. Determine the magnitude of the maximum bending stress in the beam. P B C D LAB LBC LCD Answer: Omax = i ksi
The compound bar carries axial loads as shown. Determine the maximum allowable value of P if the change in length of the entire bar is limited to 0.08 inch and the working stresses listed in the table are not to be exceeded. Steel 2 ft Bronze 4 ft Aluminum 3 ft 2P 3P 4P A (in.?) E (psi) a. (psi) Steel 0.75 30 x 10 20000 12 x 10 10 x 10 Bronze 1.00 18000 Aluminum 0.50 12000
Question 8 1 p The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 TE 730 N12 ligs (fsv.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in Figure 3. Compression concrete stress Choose ] Tension Concrete stress Choose]