Given: The L8x4x½ shown below is welded to the gusset plate by its long leg. L₁ = 10" and L2 = 7.5". L₁ L2 Determine the gross area. 5.80 in² Calculate the length of the connection. 8.75 Calculate the eccentricity of the connection. 0.854 Calculate the width of the connected element. Calculate the value of the shear lag factor. Calculate the effective net area. II in² 11 11

Given: The L8x4x½ shown below is welded to the gusset plate by its long leg. L₁ = 10" and L2 = 7.5". L₁ L2 Determine the gross area. 5.80 in² Calculate the length of the connection. 8.75 Calculate the eccentricity of the connection. 0.854 Calculate the width of the connected element. Calculate the value of the shear lag factor. Calculate the effective net area. II in² 11 11

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

.
SOLVE THIS PROBLEM USING THE SLOPE DEFLECTION EQUATIONS: The bearing type connection show is bolted by 4 – 22 mm diameter bolts (high strength bolts). The size of the plates is 300 mm x 12 mm. Fy 248 MPa, Fn = 330 MPa and Fu = 400 MPa. Determine the following: (1) Design strength of the connection based on strength of plates. (2) Design strength of the connection based on shear strength of bolts. =0.65. (3) Design strength of connection based on bearing strength of bolts on the 12 mm plate. =0.75 12 mm P. mm O. O 300 mm 40 80
Problem 12. A plate is used as a bracket and is attached to a column flange as shown in the figure. The loads are factored loads. The eccentricity of the load is a x = 30 mm; y = 75 mm b x = 45 mm; y = 100 mm c x = 150 mm; y = 250 mm d x = 180 mm; y = 125 mm 13. For the connection shown in problem, the resisting moment of the bolts is a 18 kN - m b 20.915 kN - m c 29.25 kN - m d 36 kN - m 14. For the connection shown in problem 12, using elastic analysis the force on the most stressed bolt is a 21.451 kN b 57.051 kN c 91.415 kN d 180 kN 15. For the connection shown in problem 12, the critical bolt is the bolt located at a upper left b upper right c lower left d lower right 16. For the connection shown in problem, determine the diameter of the bolts if A325X bolts are used. a M16 bolts b M20…
.
Given W 16x36 section as shown below (Fy = 50 ksi, Fu = 65ksi). The holes are 3/4 inch in diameter. The connection is bottled at the web only. Assume x= 0.76 inch. 2. The shear lag coefficient U and the effective area Ae
Please help with the problem below
16) what is the tensile yielding capacity of flange plate of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
Please show solutions on how to get the 0.250 value. The circle green in the figure. Civil engineering- steel design
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. Answer: о о lo O o
5 please help meee
Problem 8: Determine the location ỹ of the centroidal axis i – i of the beam's cross-sectional area. Neglect the size of the corner welds at A and B for the calculation. -150 mm 15 mm B 150 mm -15 mm 50 mm
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 c. 87.8 d. 43.9