6. Investigate the tension member connection as shown in Figurebelow to carry a total service load of 75 kips. The connection is abearing type connection with threads exclude (from shear planes,using 7/8 in diam. A325 bolts in standard holes). The plates areA572 Grade 50 steel. Use the AISC Specification.ooo➡TAssume standardsize holesPlates x6T

Answered: Image /qna-images/answer/07e736fd-3ca7-4964-bcaa-7b0e99d2bc9c.jpg

Answered: 6. Investigate the tension member…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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9. Determine the service load capacity assuming the load is 70% live load of the tee connection as shown in Figure 6.28 and details the proper double-bevel-groove weld for the SMAW process. Assume the flange of the tee does not control design. R-3×8 (A36 Steel) 128 kips Problem 164 164 kips Solution E60
Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fu = 65 ksi), and is connected to a 3/8-inch thick gusset plate made of ASTM A36 steel (Fy = 36 ksi; Fu = 58 ksi). The bolts are 7/8 inch in diameter, made of ASTM A307 bolts. The bolted connection is bearing-type. (a) Check if the given connection follows the code provisions on spacing and edge distance limits. (b) Determine the maximum allowable service tensile load that the member is allowed to carry. Consider all applicable limit states for tension member and connection. Consider only block shear and bearing limit state for gusset plate. Use ASD specifications. use AISC book (3decimals) PLEASEEE.
Find the size of E70 fillet weld required for the shear and tension connection shown. Use the following details: P = 250 kNe = 130 mmb = 150 mmd = 200 mmAssume the column and bracket plate does not control the strength.
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1. In the butt joint shown below, the 7/8-inch diameter boits are made of A325 steel with threads excluded from the shear piane and the plates are made of A36 steel. o of a Determine the bolt shear strength b) Determine the bearing strength of the plate ) Determine the tensile strength (both gross and net) of the plate d) What is the strength of the bolted connection?
Q2) A double-angle shape, 2L6 x 6 x /8, is connected to a 5/s-inch gusset plate as shown in Figure. Determine the maximum total load that can be applied. The bolts are -inch diameter, A325 bolts, slip critical connection. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Use LRFD. 2" 3" 3" 3" 2" t = $/s" O O foo
Q1) A bracket must support the service loads applied at angle given in table below, which act through the center of gravity of the connection. The connection to the column flange is with 4 bolts of diameter given in table, bolts type is A325X. A992 steel is used for all components. Find the value of DL and Live load which make the connection safe , if you know that DL = 3 live load, angel 40 , bolt diameter 20
Problem 1: A butt joint shown in Figure ST – 127 using A325 bolts with a diameter of 16 mm with threads excluded in a shear plane. The plate used is A36 steel with Fy = 400 MPa. Use LRFD. Hole diameter is 3 mm larger than the bolt diameter. 1. Compute the design strength Pu of the connection based on bearing of the plate. Hint: The inner plate will govern. No need of checking the outer plate. 2. Compute the design strength Pu of the connection based on bolt shear. Hint: the bolt is in double shear. As is times 2 for every bolt. |32 84 84 12.5 mm T/2 T/2 22 mm 12.5 mm T/2- T/2 + T 180 mm Figure ST - 127
Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket plate as shown in fig. Using bracket plate. Using M20 bolts of grade 4.6
Please answer nos. 1, 2 and 3 N=289 M=332 L=17
All measurements shown in mm. The connected plates are 10mm. Apply NSCP Specs for welded connections. Fy =420MPa, Fu = 580MPa. L2is the length of the transverse weld. Note: L1 = 500mm, L3 = 500 & width = 300mm. 1. Determine the maximum weld thickness that can be used.2. Determine the effective weld length of each weld if the actual welds used in the connection is 4mm. L2 =300mm.3. If the plates used are 10 mm, determine the tension yielding and rupture capacity. Consider θ = 0°, L2 = 0 and LRFD NSCP 2015.4. If the welds used are 8 mm, determine the weld capacity. Consider θ = 0°, L2 = 300mm. Weld strength, Fw = 485MPa. LRFD.5. If the welds used are 8 mm, determine the weld capacity. Consider θ = 30°, L2 = 0mm. LRFD.
4. from the preceding problem, determine the ultimate tensile force Pu that the bolted connection could carry against tensile rupture in the net section. Use A-50 steel and LRFD.

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