Determine the nominal tensile strength based on the effective area (Ae). I am aware that the equation for Ae= Ag*U Determine the nominal tensile strength bused un theeffective crenCAe)2L5x3xリ4 LLB3(twoangles, long legsback-fo-buctk)A242 SteelPL7/8" diameter bolts3:4

Given Data: The two angle connected back-to-back are L 5x3x1/4 The diameter of the bolts is db=7/8…

Answered: Determine the nominal tensile strength…

Determine the nominal tensile strength bused un the effective crenCAe) 2L5x3xリ4 LLB3 (two angles, long legs back-fo-buctk) A242 Steel PL 7/8" diameter bolts 3:4

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 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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Question

Determine the nominal tensile strength based on the effective area (Ae). I am aware that the equation for Ae= Ag*U

Determine the nominal tensile strength bused un the
effective crenCAe)
2L5x3xリ4 LLB3
(two
angles, long legs
back-fo-buctk)
A242 Steel
PL
7/8" diameter bolts
3:4

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Subject: Steel Design (civil engineering)
Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
Compute the nominal shear strength of an M1211.8 of A572 Grade 65 steel.
Need urgent and correct solution
Asap pls
Determine the design tensile strength of plate (200x8 mm) connected to 10-mm thick gusset using 20 mm bolts as shown in the figure, if the yield and the ultimate stress of the steel used are 250 MPa and 410 MPa, respectively. Add 1mm around the bolt for the hole. Use LRFD method. Plate 8-mm thick 2 3 40+ 30 301 T 200 mm Gusset 10-mm thick 3af 30 2_3 *40 40+ 50,54 +40
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Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.