A W10x45 with two lines of (3/4)in diameters bolts in each flange using A572 grade 50 steel is used as a tension member, as shown in figure. 1. Determine the LRFD design tensile strength for the section. 2. Check the section if subjected to Tp=40 kips and TL=120 kips. 4in c, c PL12 W10x45 P. PL 12

A W10x45 with two lines of (3/4)in diameters bolts in each flange using A572 grade 50 steel is used as a tension member, as shown in figure. 1. Determine the LRFD design tensile strength for the section. 2. Check the section if subjected to Tp=40 kips and TL=120 kips. 4in c, c PL12 W10x45 P. PL 12

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 5.12.2P

See similar textbooks

Related questions

Q: 1. Determine the allowable load Pa based on bearing at bolt holes. (ASD) 2. Determine the ultimate…

A: Given:- Thickness of plate, t=16 mmDiameter of bolts, d=22 mmNumber of bolts, n=6S1=40 mmS2=80…

Q: Q2: Select a tension member is to consist of two C10 channels and two PL 1/2 x 11, arranged as shown…

A: Given : PD = 200k PL = 320k U = 0.85 Member length = 30ft

Q: Group A bolts are used in the connection in Figure . Use an elastic analysis and determine the…

A: Given- service dead load =2.5Kips service live load= 7.5 Kips

Q: For the tension member shown is made of 12 mm x 240 mm plate attached to gusset plate, Fy = 248 MPa,…

A: Tensile strength is defined as the “resistance to lengthwise stress, measured by the greatest load…

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

A: We will take case of two way shear and use formula of shear strength considering factor of safety.

Q: Select an S shape for the tension member shown in Figure. The member shown will be connected between…

Q: A tension member is to consist of two C10 channels and two PL1/2x11, arranged as shown in the Figure…

A: Given data : DL= 200kN LL = 320 kN Using LFRD we have, Pu =1.2DL + 1.6LL = 1.2200 +…

Q: allowable

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

Q: A bracket cut from a W310X179 is connected to a W310X179 column flange with 12 A325 bearing-type…

A: Brackets are the projections which carry loads. The bracket which is connected to a support must…

Q: The tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with…

A: The given data is shown below: PL 12×6Thickness of gusset plate=38-inchDiameter of bolts=78-inchA242…

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: The following image shows a front and side view of the column connection. The bolts have a diameter…

Q: The spliced joint of the bottom chord in a bridge truss shown in the figure below is connected with…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure…

Q: Determine the allowable tensile force P which can be appllied to the plates shown. The AISC…

A: Diameter of bolt, Thickness of plate, Width of plate, To find: Allowable tensile force.

Q: Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter =…

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Answer We know that LRFD capacity of the connection is given by minimum of the below three capacity…

Q: Determine the maximum factored load that can be to the Tension applied member shown. The angle Ts…

A: Section W12 X 16Bolt diameter, db = 1 inA36 grade of steel:fy = 36 ksifu = 58 ksiTo find:The maximum…

Q: Compute the maximum acceptable tensile SERVICE LOAD that may act on a single tee section that is…

A: Answer In order to calculate the minimum acceptable tensile service load we need to first find the…

Q: 2. For the figure shown, calculate the net area of the 10 x 200 mm plate. The plate is connected at…

A: We are given chain pattern of boltingNet area for chain pattern of bolting is given by An = Ag -…

Q: Home work Q1/ steel bar of rectangular secton 5cm by the 16 cm carries an axial load of 50 kn.…

A: As per guidelines please post Q 2 separately

Q: The A36 tension member is connected with 6- 16 mm diameter bolt. The member is made of Plate PL…

Q: A tie member of a roof truss consists of 21SA 100 x 75 x 8 mm. The angles are connected by fillet…

Q: A C8 x 11.5 is connected to a gusset plate with 7/8-inch-diameter bolts as shown in Figure P3.2-3.…

A: Given Data: For grade 50 A572 Fy=50 ksi Fu=60 ksi t=0.75 m For the given channel section from manual…

Q: A WT 8×13 of A992 steel is used as a tension member. The connection is with 7/8-in. diameter bolts…

Q: 1. A double-channel shape, 2C8 18.75, is used as a tension member. The channels are bolted to a…

A: The given figure is shown below:

Q: A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu =…

Q: Determine the design tensile strength of plate (200 x8 mm) connected to 10-mm thick gusset using 20…

A: Given, Yield stress of the plate fy=250 N/mm2 d=20 mm Diameter of the hole do=20+1=21 mm Ultimate…

Q: The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with…

A: d (diameter of bolt) = 7/8 inch Fu = 70ksi

Q: A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel…

A: Dead Load = 300 kN and Live load = 260 kNFy = 248 MPa and Fu = 400 MPa and width of tension plate =…

Q: A double-angle shape, 2L7×4×³/8, is used as a tension member. The two angles are connected to a…

Q: SITUATION C. A built-up section shown, 30 feet long, is fixed at both ends and braced in the weak…

A: Given data: Section properties- Ix=272 in2, Iy=93.4 in2, Ag=14.4 in2

Q: 1.3) The design strength based on fracture is A) 200.31 kips B) 240.38 kips C) 400.62 kips D) 412.00…

Q: A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member…

Q: The design force transferred from beam to column is 300 kN. The cleat plate has thickness of 12 mm,…

Q: SITUATION B. Given the connection below bolted with 7/8-in diameter bolts, solve for the design…

Question

A W10x45 with two lines of (3/4)in diameters bolts in each flange
using A572 grade 50 steel is used as a tension member, as shown in
figure.
1. Determine the LRFD design tensile strength for the section.
2. Check the section if subjected to Tp=40 kips and T=120 kips.
4in c, c
PLX12
W10x45
P.
PL 12

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

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

Asap pls
A 16 mm thick tension member is connected by two 6.25 mm spliced plates as shown. The tension member carries a service loads of dead load of 110 kN and a live load of 100 kN. 40, 80 , 40 , 40, 80 40 1625 mm 16 mm 1625 mm Fy 248 MPa Fu = 400 MPa Diam. of bolts = 16 mm Fnv = 300 MPa O Determine the nominal strength for one bolt due to shear. O Determine the nominal strength for one bolt due to bearing strength of the connection. ® Determine the number of bolts required for the connection.
A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12 kips and a live load of 36 kips. It is connected to a gusset plate with one-line of 3/4-inch-diameter bolts through the long legs. Does this member have enough strength? Assume that A₂ = 0.85An. Ae Use LRFD. Use ASD. 1 2 IL Section CIVIL ENGINEERING STEEL DECIGN
SOLVE FOR1 HR
A PL40 mm X 250 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 25 mm. The pitch and gage of the holes are 50 mm and 75 mm, respectively. The yield strength of the steel is 260 MPa while the ultimate tensile strength of the steel is 400 MPa. Determine the design (LRFD) tensile strength of the tension member in kN. Neglect block shear. H G P P D B F C A E
A PL40 mm X 250 mm (smaller member) is connected to a gusset plate (bigger member) as shown. The diameter of the holes are 25 mm. The pitch and gage of the holes are 50 mm and 75 mm, respectively. The yield strength of the steel is 260 MPa while the ultimate tensile strength of the steel is 400 MPa. Determine the design (LRFD) tensile strength of the tension member in kN. Neglect block shear. H FO E. • D A В
Plate A, PL 16mm x 375mm, is connected to another plate B with 10- 22 mm o bolts as shown. The steel is A36 steel with Fy= 250 MPa and F,= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 375a 75 m 2 75mm Plate A 75 mm 75mm 150 50150 Compute the nominal strength based on yielding in KN.O Determine the allowable tensile strength of Plate A in KN.O Compute the allowable tensile strength at section a-1-2-2-4-c in KN.0
A 10mm x 150 mm plate of A36 steel (Fy = 248 MPa & Fu = 400 MPa) is used as a tension member. It is connected using 20 mm Ø bolts. U=1.0 a. Determine the tensile capacity based on yielding (ASD & LRFD) b. Determine the tensile capacity based on rupture (ASD & LRFD) c. Determine the tensile capacity based on block shear strength (ASD & LRFD) 75mm 37.5 75 75 75 87.5
= 410 N/mm? 8.20 A column section ISHB 300 @ 618 N/m (f, mand f, = 250 N/mm") is to be spliced. The factored design loads are: %3D Axial load over the column 450 kN Shear force 100 kN Bending moment (a) Design the splice plates and bolted connections using bolts of grade 4.6. (b) Design HSFG bolts and revise the splice plate size if possible. 30 kNm
A C8x11.5 single channel section us bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6 mm thick web for the channel and an 8mm gusset plate. U=0.80 The channel has a gross area of 2181 mm^2. The bolts have a shear stress of 457 Mpa. What is the design tensile strength due to gross yielding (kN)?
A rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection detail. A concentrated weight, denoted as W is attached at the end of the rigid bar. L1 = 2.6 m L2 = 2.1 m H= 1.2 m W= 14 KN What is the required diameter of the bolt (in mm) at connection B given the allowable shearing stress to be 40 MPa ? Consider single shear. L1 L2 A B C H D इस W CONNECTION AT B
2. Member BC in the truss below is a 300 mm wide, 10 mm thick steel plate attached to two other 12 mm plates at Joint C by three 24 mm diameter A325N bolts. The plate is A50. Determine the safe load Pu using ASD that the truss can resist according to the capacity of the connection. LS 15 WR + 14 DATE ON ON Mmm 70 m 40 mm