13. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown below. It is welded on the end (transverse) and sides (longitudinal) of the 200 mm leg only. F, = 345 MPa and F. = 448 MPa.

13. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown below. It is welded on the end (transverse) and sides (longitudinal) of the 200 mm leg only. F, = 345 MPa and F. = 448 MPa.

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

determine: (a) the elastic section modulus and the yield moment. (b) the plastic section modulus and the plastic moment Mp. Bending is about the x-axis, and the steel is A572 Grade 50. Fy = 345 MPa Subject: Civil Engineering Steel Design
2. A steel plate is 360 mm wide and 20 mm thick with four bolts hole into the place as shown in the figure. Compute the following: a. Critical net area required by the NSCP specs. b. Max. critical net area required by the NSP specs. Note that, Max. net area is 85% of the critical net area Capacity of the joint if the allowable tensile stress is 0.75Fy. Use A36 steel Fy=248 MPa 25 mm= DIAMETER OF BOLTS 45 45mm fmmy C. 90mm 90mm 90mm Comm P
A tension plate shown below is used to support suspended load "T". Gusset Plate- F, = 248 MPa Fu = 400 MPa %3D 200 mm a) Determine the allowable tensile capacity of the plate if L= 240 mm. (Assume weld strength is satisfactory).
What will be the tensile strength due to rupture of critical section of an angle section ISA 150 × 115 x 8, which is connected to gusset plate as shown in figure?. Use Fe410 grade steel. 150 mm 115 mm 8 mm 8 mm 60 mm 150 mm
A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel used is A36, Fy= 248 MPa, Fu = 400 MPa. If the width of the tension plate is 210 mm, determine: a) The thickness of the plate based on NSCP 2015 ASD, bult used is M20.------ b) The thickness of plate based on NSCP 2015 LRFD. Bolt used is M20.-------- I M20 bolts- 210 mm -Tension Plate
Internal effortsfeatures on a 750 mm sheet wide (made of ASTM A36 steel) were determined using a software basic structure analysis. The effort characteristic requester from a usage overhead is equal to 1260kN. Calculate the thickness needed for the plate? Adopt fyk = 250 MPa and fuk = 450 MPa.Please help Expert sir
A plate with width of 420 mm and thickness of 13 mm is to be connected to a plate of the same width and thickness by 30 mm diameter bolts, as shown in the Figure 1. The holes are 3mm larger than the bolt diameter. The plate is A36 steel with yield strength Fy = 248MPa. Assume allowable tensile stress on net area is 0.60Fy. It is required to determine the value of b such that the net width along bolts 1-2-3-4 is equl to the net width along bolts 1-2-4. W = 420 mm t = 13 mm a = 64 mm c = 104 mm d = 195 mm Bolt Diameter = 30 mm Holes Diameter = 30 mm + 3 = 33 mm ?? = 248 MPa Allowable Tensile Stress on ?? = 0.60Fy a. Calculate the vaue of b in millimeters. b. Calculate the value of the net area for tension in plates in square millimeters. c. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.
An A36 steel plate with width of 400 mm and thickness of 12 mm is to beconnected to a plate of the same width and thickness by 34 mm diametersbolts, as shown in the figure (next slide). The holes are 2 mm larger thanthe bolt diameter. The yield strength of the steel plate is Fy = 248 MPa.Assume allowable tensile stress on net area is 0.60Fy. It is required todetermine the value of b such that the net width along bolts 1-2-3-4 isequal to the net width along bolts 1-2-4.a. Calculate the value of b in mm.b. Calculate the value of the net area for tension in plates in mm².c. Calculate the value of P so that the allowable tensile stress on net areawill not be exceeded.(Use at least 2 decimal points on your answers.)
a) Compute the allowable block shear strength of the plates in KN. b) Check the adequacy of the plates. c) If W14 x 193 is used, compute the allowable strength (KN) based on fracture of the net section. d) Select the lightest W shape for the tension member. e) What is the allowable block shear strength in KN of the lightest W shape?
Please answer me as soon as possible, it is urgent my deadline is coming, thanks a lot 4. Explain the 4 methods in classifying piling systems.
Design the reinforcements of the given T beam below. bf=900mm bw=420mm tf-120mm d=550mm d'=80mm fc'=34MPa fy=415MPa USE NSCP 2015 A.Mu = 1300kN-m, As = mm2 B.Mu = 1800kN-m, As = mm2, As' = mm2
Problem (4): A36 steel is used for the tension member shown in Figure below. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the net area. PL 300mmx17mm 150 75 75 75 75 75 125 ImmmmTmm"" mmn mm mm 50mm 100mm 100mm 50mm 19mm diameter bolts Problem (5): The tension m shown in Figur