The tension member shown is a channel C12 x 25 of A572 steel with F,= 345 MPa and F= 450 MPa, is subjected to a service DL= 275 KN and a service LL= 560 KN. Use equation for U. Use LRFD. 65r 655m O O O O -22mm bolts C12x25 O O O O Check the adequacy of the channel tension member.O

The tension member shown is a channel C12 x 25 of A572 steel with F,= 345 MPa and F= 450 MPa, is subjected to a service DL= 275 KN and a service LL= 560 KN. Use equation for U. Use LRFD. 65r 655m O O O O -22mm bolts C12x25 O O O O Check the adequacy of the channel tension member.O

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: 2.10 A square yellow it is subjected t the allowable t mum allowable cross section if

Q: 1.A tension member is 25 mm thick plate as shown. The bolts are 20 mm. diameter high-strength bolts.…

A: Plate 130 mm x 25 mmbolt diameter, db = 20 mmA36 grade of steel:fy = 250 MPafy = 400 MPaTo find:a)…

Q: 6.0 The tension member shown is an L150 × 87.5 x 8. The bolts are 19 mm in diameter. If A36 steel is…

Q: 4.3-2 Compute the nominal axial compressive strength of the member shown in Figure P4.3-2. Use AISC…

Q: 4. An UPE 300 is to be used as a tension member and it is bolted to a 10mm thick gusset plate with…

A: Tension member UPE 300 bolted connection. Fy = 275 N/mm2 Fu = 430 N/mm2 Ag= 5660 mm2 tw= 9.5 mm

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

Q: o normal temperatures but wet in-service conditions. Assume =0.95 and the geometry factor is CA=1.…

A: 1 Area of the plate Ag Ag = 4×10 = 40 in2for A36 grade steel fy =36000…

Q: ) The thickness of the plate based on NSCP 2015 ASD, bult used is M20.--- ) The thickness of plate…

A: given - a bolted plate connection required- to find thickness of plate

Q: A beam is connected to a column with 3⁄4inchdiameter, Group A slipcritical bolts, as shown in…

A: The following formula is used in this question, Rn=FnvAbHere Ab is the nominal area of bolt, Fuv is…

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: EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related…

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

A: Answer Calculation of Net area of 10 x 200 mm plate We are given chain pattern of bolting Net area…

Q: 0: The bracket shown carries an eccentric load P at an eccentricity e = 400 mm. the column and…

A: Given data:(a) Polar Moment of inertia

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: Section W14x68bolt diameter, db = 20 mmA992 grade of steel:fy = 345 MPafu = 450 MPaTo find:a. The…

Q: 1- A structural analysis was done for the steel section whose shape and characteristics are shown…

Q: The details of an end bearing stiffener are shown in Figure . The stiffener plates are 9⁄16-inch…

A: A572 Grade 50:Fy=50 ksi Calculating the bearing strength: Apb=6-0.5×916×4=12.38 in2Rn=1.8 Fy Apb…

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: 4. Calculate the design strength (p.Pn) of W24X76 with length of 12 ft. and pinned ends. A572…

Q: 4. An A992 WF steel section is used for the tension member shown in the figure. The bolts are 20mm…

A: A W16x67 is given , we need to find out a. The nominal strength based on gross section yielding.b.…

Q: A plate 400x12 mm is to be connected to a plate of the same width and thickness by 34 mm diameter…

A: Given data Diameter of bolt (d) = 34 mm Diameter of hole (do) = 34 + 2 = 36 mm Width of plate (B)…

Q: loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD

A: For grade A 36,Dead load =95 kipsLive load =9 kipsNeed to findDoes member have enough strength.(a)…

Q: D=95k O O o O L = 9k PL ½x 8

A: Calculate gross area and net area:

Q: An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six 3/4-inch…

A: Tension member L5x5x5/8A36 steel.Bolt diameter, db = 3/4 in6 bolts spaced 3 inThe length of the…

Q: An I-section bracket is connected to the column as shown. The size of weld is 6 mm on web and 10 mm…

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: The flanges of a W200x52 G40.21-350W steel tension member are connected to 16 gusset plates using…

A: Bolted connections are exceptionally normal in both mechanical and underlying applications.…

Q: Determine the maximum service load, P, that can be applied if the live load-to-dead load ratio is…

A: Solution:

Q: Use ASD to determine the width of the 5/8 inch thick A36 plate subjected to tension as shown below.…

A: ASD5/8 inch thick A36 platedead load, PD=85 kiplive load ,PL=80 kipTwo rows of 5/8 inch standard…

Q: A base plate with a dimension of 130mm x 12 mm is connected to a gusset plate with 4-16mm diameter…

Q: S₁ = 60mm; S₂ = 100mm; S3 = 60mm; S4 = 120mm Thickness of plates (top and bottom): t₁ = 12 mm…

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

A: Gross area Ag=11.2 in2Yield stress Fy=50 ksiUltiate stress Fu=65 ksiy¯=3 inLength of weld L=12…

Q: Check the adequacy of the rigid beam to column welded connection shown. The beam is a 410 UB 53.7 of…

A: For grade 300 PLUS fy = 350 N/mm2 By ASD fa (allowed strength) = 350/1.67 = 209.6 N/mm2 ζa (allowed…

Q: 4. the distinction between Safety factor and resistance factor Nominal strengh and required strength…

A: As it relates to component safety, the safety factor is the ratio between the force applying to the…

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

Q: Situation 2: A WT 8x13 of A992 steel is used as a tension member, The connection is with 7/8-in,…

A: WT 8×13 of A992 Diameter = 78inch Fy=50 ksi Fu = 65 ksi Ubs = 1.0

Q: A W300 x 67 has two ne in each line which has spacing as shown A36 steel is used with Fy= 250 MPa.…

A: Bolted connections are used to connect the two metal pieces with the bolts. First, place the holes…

Q: Determine the unit stress sustained

Question

The tension member shown is a channel C12 x 25 of A572 steel with F,= 345 MPa and F,= 450 MPa, is
subjected to a service DL= 275 KN and a service LL= 560 KN. Use equation for U. Use LRFD.
65r 65m65
-22mm bolts
O O o O
C12x25
O O O 0
Check the adequacy of the channel tension member.0

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 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

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. 210 mm Tension Plate M20 bolts
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
A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by 3/4 inch boltas shown below. Use A36 steel with Fy-36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips) Determine the Tensile Rupture capacity of the section based on LRFD Determine the Demand to Governing Capacity Ratio (based on yielding and rupture only) if the Demand load carried by the section are DL=200 kips LL=400 kips use LRFD Properties and Dimension Ag=35.30 in^2 x = 6.24 in ry= 3.74 in d=14.5 in tf=0.94 in bf=14.7 in tw=0.59 in k=1.54 d=14.5 Y k1=1.5 bf=14.7 tf-0.94 X -tw=0.59 H
A C130x10 tension member is welded to a plate as shown in the figure. The channel is of Grade 350W steel. The channel is welded on both sides with 110 mm long fillet weld. Assume the weld does not govern the capacity, calculate the factored tension resistance of the channel. The tension resistance is not governed by the plate. C130 XI0
Please answer the questions with a complete solutions. Thank you.
A built-up section was made using PL414x12mm thk plates as shown in the figure below. It is pinned at both ends with additional support against weak axis at middle point. Assume A50 steel. PL414x12 DO Section W16x67 L x-axis a) Calculate moment of inertia at both axes in mm*. b) Determine the design compressive strength in kN if L-3m. c) Find the design compressive strength in kN if L=18m. Elevation y-axis
The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. | 2" +|+| in seinefrinehich 9 оо SO
P4.002 Three bolts are used in the connection shown in the figure. The thickness of plate (1) is 15 mm. The ultimate shear strength of the bolts is 350 MPa, and the ultimate bearing strength of plate (1) is 375 MPa. Determine the minimum bolt diameter required to support an applied load of P = 155 kN if a minimum factor of safety of 2.8 is required with respect to both bolt shear and plate bearing failure. Answer: dbolt min = (1) mm
Five M20 8.8/ bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B-E43XX) with size of 5 mm. The design force transferred from beam to column is 300 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fü = 360 MPa. Determine the unit stress sustained by the weld
A PL3/8"X6" tension member is welded to a gusset plate as shown in the figure. The steel specification is ASTM A36. Assume that and compute the following: a) The design strength per LRFD b) The design strength per ASD PL ¾ x 6