Design load: M=30kN·m, V=80kN Steel Grade: Q345B Bolt type: 8.8s Friction-type Diameter of bolt: M20 Check the safety of the connection. 3x80=240| M

Civil Engineering Determine tensile stregth of the given bolted connection.. S355 steel, M27 bolt, HEA 300 profile, 2a=40mm 21.GusG dak HEA 300 A4 M27 T ?- 75 2a 2a 75 A-A Kesiti HEA 00 75 75 75 75

Determine the maximum service load P (ASD) that the connection can resist. Use 27 mm Ø A490-N bolts, and 10 mm A-36 plate and a load P with a slope 1H: 2V. Assume that edge distance and bolt spacing are not critical. ***Note: Lod P is acting at a slope of 1H: 2V

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3 - The details for a tumed-bolted connection are given in the figure below The angle steel section is subjected ro dcad and live loods. Caleulate the netr area requird for the checks on the assembled parts. (F.=? cm) 3 M16 中 M16- So a) O 36,5 b) 42 C) O 17,5 d) O 35 Boş bırak

13. Determine the design strength of the connection shown below. Only check for bolt shear, bearing at bolt hole, and tearing at bolt hole. Don't worry about block shear or about the failure of the tension member. in 3 in 3 in 2 in 3 in 3 in 2 in / PLŽ x 12 P/2 E PL 1x 12 P/2 +E PL내 X 12

5) Calculate P the allowable tensile load for the butt joint shown. Each A325-N high-strength bolt has a diameter of 0.9 inches. The plates are made of ASTM A36 steel. If the applied load is 200 kips, is this connection adequate? If not, what needs to be changed so that this connection can handle an applied load of 200 kips? P- ФФ P ! 12"x " P. P.

Verify the connection in Figure below is adequate -O. Given: 2 Nos 100 x 65 x 81 Bolt 20 mm dia Grade 4.6 Bolt holes 22 mm dia Steel Grade S275 --6---6- Figure 6.35 Splice plate 95 x 50

According to given dataPlease solve the below question. ASAP and clear and accurate , Dont attempt wrong

The truss member shown in the accompanying illustration consists of two C12 x 25s(A36 steel) connected to a 25 mm gusset plate. How many 22 mm A325 bolts (threads excludedfrom shear plane) are required to develop the full design tensile capacity of the member if it isused as a bearing-type connection? Assume U = 0.85. Use ASD method.