A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the design tensile strength of the section based on tensile rupture of the net area. Determine the allowable tensile strength of the section based on yielding of the gross area.

A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the design tensile strength of the section based on tensile rupture of the net area. Determine the allowable tensile strength of the section based on yielding of the gross area.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.2P

See similar textbooks

Similar questions

A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. a) Determine the allowable tensile strength of the section based on tensile rupture of the net area.b) Determine the allowable tensile strength of the section based on yielding of the gross area.
Determine the smallest diameter (mm) that can be used in the clevis shown in the figure below if P = 421 kN. The shearing stress of the bolt is 305 MPa. Final answer should have 2 decimal places.
A 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0. Determine the allowable tensile strength of the section based on tensile rupture of the net area.
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.00 in. and a wall thickness of 0.223 in. is fastened to a solid 1.75-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and is loaded as shown. Assume P=18 kips, Q=13 kips, L1=4 ft, L2=6 ft, and L3=6 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.
The dimensions of a rectangular beam are limited to b = 300 mm and h = 770 mm. Assume that the bar centroid of tension bars is 70 mm from the beam edge and that of compression bars is 60 mm. Using f’c = 28 MPa, long bar fy = 415 MPa, calculate the following for a factored bending moment of 1200 kN: a. Maximum steel ratio limiting the tensile strain to 0.004. b. Required amount of tensile reinforcement if the tensile steel strain is limited to 0.005. c. Required amount of compression reinforcement.
Determine the nominal tensile strength of the single angle. Consider 7/8" diameter bolt and A242 steel with Fy = 50 ksi and Fu = 70 ksi. L6x6x3/4 d = 6 in. b = 6 in. t = 0.75 in. k = 1.25 in. wt./ft. = 28.8 plf. A = 8.46 in.^2 x = 1.77 in.
Given: -The members are a semi circular cross section with a radius of 16mm -Thickness of each member is 14mm -Diameter of the rivet used is 18mm Determine: a. Cross sectional area of the members b. Internal load in member AB, and indicate if tension or compression c. Internal load of member BD, and indicate if tension or compression d. Normal stress in member AB e. Bearing stress in member BD
A simply supported beam 4 m long is carrying a variable load of w = 0 KN/m at the left support and w = 15 KN/m at the right. The beam has a width of 200 mm and a depth of 250 mm and is made up of 80% grade Narra. Use dressed dimension by reducing its dimensions by 10 mm. What is the actual bending stress of the beam in MPa? Blank 1 (use two decimal places, no need for unit)
Determine the bearing stress developed in each of the five bolts due to the force P if the diameter of the bolt is 74 mm and the thickness of the plate is 112 mm. Assume P to be 15 MN.
Two forces, each of magnitude P, are applied to the wrench. The diameter of the steel shaft AB is 16.6 mm. Determine the largest allowable value of P (in N) if the shear stress in the shaft is not to exceed 89.31 MPa and its angle of twist is limited to 5.38˚. Use G = 80.35 GPa for steel and L = 455 mm. Round off the final answer to two decimal places.
TENSION MEMBERS: THE SINGLE 200 X 10 mm STEEL PLATE IS CONNECTED TO A 12 mm THICK STEEL PLATE BY FOUR 16 mm DIAMETER RIVETS AS SHOWN IN THE FIGURE. THE RIVETS USED ARE A502 GRADE 2, HOT DRIVEN RIVETS. THE STEEL IS ASTM A36 WITH Fy = 248 MPa AND Fu = 400 MPa. DETERMINE THE VALUE OF P. a. P BASED ON TENSION OF GROSS AREA b. P BASED ON TENSION OF NET AREA c. P BASED ON BEARING OF PROJECTED AREA d. P BASED ON SHEAR RUPTURE (BLOCK SHEAR)
13.A rectangular beam has b = 300 mm and d = 410 mm. The beam is used to carry a factored moment of 20 kN-m. Assume f'c = 28 MPa and fy = 280 MPa. Calculate the required steel area in mm2. Express your answer in nearest whole number