A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the design tensile strength for LRFD. Select one: а. 78 b. 66 С. 132 d. 156

A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the design tensile strength for LRFD. Select one: а. 78 b. 66 С. 132 d. 156

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A double-angle shape is shown in Figure 3.5. The steel is A36, and th 4-inch-diameter bolts. Assume…

Q: ACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and…

Q: 2. A vertical member of a steel truss is subjected to a live load of 25 kN and a service dead load…

A: Solution: Given: LL = 25 kN DL = 50 kN U = 1.0 Plate dimensions: 10 x 100 mm Factored load: P = 1.2…

Q: All values of Stz are by the joint on the part indicated. What is the missing value? ? 0 O-6a²t 4a²t…

A: The given figure;

Q: For the given riveted connection shown, having the allowable stresses: Fy = 248 MPa Fy = 150 MPa…

Q: The splicec connected 248 MPa сес CO

Q: The truss is loaded with service loads (Dead load and Wind Load) as shown in the figure. Members DE…

A: The truss is given as To find:- Force in member DE

Q: allowable

A: Block shear strength Agv =12in2×4 in= 4.00 in2Agv = 4.00 in2Ant = 12in10in = 5.0 in2Ubs = 1.0Rn…

Q: -P 38 63 63 38 252 63 63 63 63

Q: 7 7a 7b 7c Alaterally supported beam was designed for flexure. The beam is safe for shear &…

A: Sx of 8"x8"x7.94mm is 371.99x103 mm3

Q: O Based on bolt capacity in shear. O Based on bolt bearing capacity. ® Based on block shear strength…

Q: ISA 75 x 75 x 8 mm serves as tensile member. This angle is welded to a gusset plate as shown in…

A: Note : This question is related to Indian Standard Code as asked in the problem. Given data, ISA…

Q: Plate t = 8mm C230x19.9 M20 Bolts Ag = 2,530 mm² d = 229 mm T. %3D tw 5.90 mm 80 %3! by = 61 mm ty =…

Q: Determine the no. of rivets to fasten the member BD

A: GIVEN: 1. Rivet strengths at working conditions : In Shear = 70 MPa In Bearing = 140 MPa 2.…

Q: Problem No. 1: 200 kN A truss joint is shown in the figure. 2-1. 100x100x12 H (a) Determine the…

A: Given:- A truss joint is shown The magnitude of the load = P = 200 kN The diameter of the bolt is 16…

Q: 7.5 mm SN kN SN kN 12 mm 12 mm 7.5 mm 12.5 mm SN kN SN_kN 18 mm 25 mm 18 mm

A: determine the following: Maximum bearing stress at joints ( bolts and plates). Shearing stress If…

Q: Given: A-in-thick. ASTM A36 eyebar member as shown in Figure D.8, carries a dead load of 25 kips and…

Q: 1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt…

A: Given: t = 16 mm db = 22 mm dbo = 22+2=24 mm s1 = 40 mm, s2 = 80 mm, s3 = 100 mm d = 25 mm fu = 483…

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate Fy = 248 MPa Fu =…

Q: 000 -P 38 63 63 38 252 63 63 63

A: A lap joint is the joint between two bits of metal wherein the edges or closures are covered and…

Q: Six rivets are used in the connection shown in the figure. If both P=50kN, what is the minimum…

Q: Five bolts are used in the connection between the axial member and the support. The ultimate shear…

Q: The angle shown in the figure is L 7 X4 X 7/16. Steel used is AS72 Gr. 55 steel. Diameter of bolts…

A: diameter of bolt = 1.125inch distance between two bolts=3inchs Ag=4,62in2 by steel table fy =70ksi…

Q: Design the reinforcements of the given T be 300mm =450mm 20mm 00mm 30mm 35MPa 350MPa ENSCP 2015

A: Given-To Find- Design the reinforcement for T- beam

Q: Beam AB is supported as shown in Figure. Tie rod (1) is attached at B and C which are double-shear…

A: Data Given: w = 1800 lb/ft σs = 54 ksia = 15 ftb = 30 in.c = 7 ft.fy = 36 ksiFOS = 2.5 Asked:…

Q: 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

A: Beam W 16 x 50 (tw = 0.38 in, bf = 7.07 in, tf = 0.63 in) A992 (fy = 50 ksi, fu = 65 ksi) Effective…

Q: Calculate the value of P so that the allowable tensile stress on net area will not be exceeded. USE…

Q: The steel shafts are connected together using a fillet weld as shown in the figure below. (Figure 1)…

A: T = 63 N. m

Q: A tension plate shown below is used to support suspended load "T". Gusset Plate- Fy = 248 MPa Fu =…

A: Given;

Q: 8 ksi, øy = -4 ks The normal stresses at a point in a steel member are ox 10 ksi. Using E = 29 × 10³…

A: Given data in question Stresses Elasticity modulus Poissons ratio To find out Normal strains

Q: Calculate the strass In each mamber and identify what the factor of safely to failure 13? 19

A: Given:- Cross section of the members is 3" x 10" To find:- Stress in each members Concept:- Method…

Q: The aluminum rod AB (Gal = 27 GPa) is bonded to the brass rod BD (Gbr = 39 GPa). The portion CD of…

Q: Shear strength value τ = 200 MPa The contents associated with bolts are given. P = 70 kN required…

A: Given, P =70 kNτ = 200 MPa

Q: 504.2 Tensile Strength The design tensile strength, $¿Pn and the allowable tensile strength, Pn/l4,…

A: GIVEN L = 100 mm d = 20 mm D = 20 + 2 = 22 mm Fy = 248 Mpa Fu = 400 Mpa P = 50 mm g = 63.5 mm

Q: A double-angle shape is shown in the figure. The steel is A36, and the holes are for 2-inch-diameter…

A: Double angle section is shown in the figure above. Grade 60 steel is used. Diameter of bolts= 1/2…

Q: A structural tee bracket is attached to a column flange with six bolts as shown in Figure . All…

A: Solution

Q: "Determine thé forcés in all the members, and state if these meņmbers are in tension or compression.…

Q: Two triangular plates are welded together and subsequently subjected to a stress state as shown…

A: solution Given stress in x direction σx=3.5Kpa stress in y direction σy=2.5Kpa shear stress…

Q: Name the parts shown on the bolted joint element below, respectively. 3 Grip- washer - threads Head…

Q: Evercise:- A cylindrical rod 100 mm diameter of 12 mm long with is subjected to a 30000 N. Assuming…

A: Given,Initial length of the rod, say L = 100 mmInitial diameter of the rod, say D = 12 mmTensile…

Q: A. Governing Ultimate Tensile Capacity based on Yielding of gross section

A: This is one of the common types of forces transmitted in the structural system. The tension members…

Question

A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts.
Assume the Ae = 0.75An.
Section
2L5 x 3 x16 LLBB
Determine the design tensile strength for LRFD.
Select one:
а. 78
b. 66
С. 132
d. 156

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Please show solutions on how to get the 2 value. The circle green in the figure. Civil engineering- steel design
Design the reinforcements of the given T beam below. bf=800mm bw=450mm tf=120mm d=600mm d'=80mm fc'=35MPa fy=350MPa USE NSCP 2015 A.Mu = 1300kN-m, As = B.Mu = 1600kN-m, As = mm2 _mm2, As' = mm2
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
.
An A36 tension member shown in the figure is connected with three 19 mm diamter bolts. Diameter of hole = 22mm. Properties of 150 mm x 100 mm x 12.5 mm angle A = 3065 mm2 y = 50.55 mm Fy = 248 MPa Fu = 400 MPa Determine the desire strength due to fracture in the net section. Use U = 0.85 kN
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 help me with my homework and use ASEP STEEL HANDBOOK 2004 volume 1 Dimensions and Properties Third Edition, to find the AISC. PLEASE SHOW COMPLETE SOLUTIONS AND DETAILS.
5 please help meee
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
Please correct answer otherwise dislike
A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 2L5 x 3 x16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 c. 87.8 d. 43.9