steelSelect a 30-ft-long W12 section of A992 steel to support a tensile service dead loadPp 130 k and a tensile service live load Pber is to have two lines of bolts in each flange for 7/8-in bolis (at least three in à line 4in on center).110 k. As shown in Fig. 4.1, the mem-use RFLDFIGURE 4.1Cross section of member for4 in. 4 in.Erample 4-1.From Table P.12(CH-1) ETable 2-3,P. 2-39, ManualA992 : Fy= 50 k siFu: 65 ksi

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Select a 30-ft-long W12 section of A992 steel to support a tensile service dead load PD 130 k and a tensile service live load P ber is to have two lines of bolts in each flange for 7/8-in bolts (at least three in a line 4 in on center). * 110 k. As shown in Fig. 4.J, the mem- use RFLD FIGURE 4.1 14 YA Cross section of member for A in A in

Select a 30-ft-long W12 section of A992 steel to support a tensile service dead load PD 130 k and a tensile service live load P ber is to have two lines of bolts in each flange for 7/8-in bolts (at least three in a line 4 in on center). * 110 k. As shown in Fig. 4.J, the mem- use RFLD FIGURE 4.1 14 YA Cross section of member for A in A in

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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Please answer all the questions with a complete solution. thank you.
1. what is the bolt shear capacity of the shear 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 2 and 1 value. The circle green in the figure. Civil engineering- steel design
The plate shown is attached by using three M12x2 grade 8.8 bolts. Which screw is subjected to the largest stress? What safe load ( static) F can be supported by the screw for n=1.5.
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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 ANSWER ALL OF THIS QUESTION ASAP!!!
PLEASE DOUBLE CHECK YOUR ANSWER Determine the maximum factored load that can be applied to the Tension member shown. The angle is ASTM A36. The diameter of the bolts is 1-in. CIVIL ENGINEERING STEEL DESIGN W12 x 16 4,-0.220 in -3.99 in 1=+=+=+= 3 in 3 in 3 in
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
Compute the net area of the given members.
SOLVE FOR1 HR
Load and resistance Factor design-tension members Q- Look into the block shear failure mode on the angle L4X4X linked to the 1-inch gusset plate with three 1-inch diameter bolts. Steel A36 is the substance.