Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket plate as shown in fig. Using bracket plate. Using M20 bolts of grade 4.6 E P- Load in KN E- Eccentricity p- pitch length 250 mm

Q1. Design the bolted connection. When a bracket is bolted to the flange of a column using a bracket plate as shown in fig. Using bracket plate. Using M20 bolts of grade 4.6 E P- Load in KN E- Eccentricity p- pitch length 250 mm

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 127mm x 127mm x 12mm angle bar is connected to a gusset plate with 25mm diameter bolt as shown in…

Q: Problem 4. An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six…

Q: The L150x100x12mm, A36 steel (Fy= 248 MPa, Fu= 400 Mpa) Shown in the figure has one line of…

Q: A 1 ⁄2 × 5-inch plate of A588 steel is used as a tension member. It is connected to a gusset plate…

A: Given: 1⁄2 × 5-inch plate of A588 steel. ⇒Width, b=12in⇒Thickness, t=5 in Diameter of bolts = 5⁄8…

Q: WT12×153 05 WT12×153 Determine the design strength of two WT-shapes (WT12×153) connected by plates…

A: We have to determine the design strength of two WT-shapes (WT12x153) connected by plates with 1 in…

Q: Calculate the area subjected for shear on the pattern below due to block shear.

A: Bolt diameter=19 mmHole diameter=19+2.5=21.5 mmfy=250 MPafu=400 MPat=10 mm

Q: For the A36 beam shown in the accompanying illustration, what is the required spacing of 7/8-in A307…

A: Consider the free body diagram;

Q: The L150x100x12mm, A36 steel (Fy= 248 MPa, Fu= 400 Mpa) Shown in the figure has one line of…

Q: determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

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

Q: 300 A W300 x 67 has two nes of 20 mm dia. Bolts in each lange (3 bolls in each line which has…

A: Steel sectionGross area, Web thickness, Flange width, Effective depth, Diameter of bolt, Yield…

Q: An angle section ISA 120 x 100 x 10 is shown in the figure. The bolts used are of diameter 20 mm.…

A: Given data, For ISA 120x100x10 Diameter=20 mm Steel grade is Fe410

Q: Two plates each with thickness t = bolted together with 6-22 mm a bolts forming a lap connection.…

A: Permissible stress is referred to the allowable stress or allowable strength. The bearing capacity…

Q: determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi…

Q: 60 25. 26. O A. 424 B. 508 Situation 8. The given angle bar L125x75x10 is connected to a 12 mm…

A: Given, L125 x 75 x 10 t = 12 mm db = 20 mm Fy = 248 MPa Fu = 400 MPa NOTE : As per guidelines,…

Q: Problem 7 A 3-bay truss is simply supported on two masonry walls. The truss is subjected to dead…

Q: A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A572 Gr.50 steel…

A: shear strength : Shear strength refers to a material's or component's resistance to the type of…

Q: The connection shows a PL10X200 loaded in tension and welded to a 10mm gusset plate. Calculate the…

Q: What will be the tensile strength of 160 x 8 mm plate with the holes for 16 mm bolts as shown in…

A: Given arrangement,

Q: As shown in the figure below, a C7 x 12.25 tension member of A572 Gr 50 steel is connected to the…

A: Answer We know that allowable strength of a member is given by minimum of the following strength 1)…

Q: 1½" 3"<3"→ -1½" 2" С7x 12.2 O O 2" t = ½"

A: Calculation Gross-section nominal strength; Pn = FyAg=50×(3.6)=180 kips Calculation of Net section…

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

Q: olt (threads are not excluded from shear planes) that could resist the loads without failing. Assume…

Q: Student's 75, 75, 75 Pu Pu OR PA OR PA Pu -8mm - 10mm Pu OR 75 SŁ 008 007

Q: what is the bolt shear capacity of the shear connection in kips?

A: A 325 boltsBolt diameter d = 3/4 inNumber of bolt in shear connection n = 16 (top and bottom…

Q: Situation 8. The given angle bar L125x75x10 is connected to a 12 mm gusset plate. using 20 mm…

A: Given, L125 x 75 x 10 t = 12 mm db = 20 mm Fy = 248 MPa Fu = 400 MPa NOTE : As per guidelines,…

Q: A flanged bolt coupling consists of six 2-in. steel bolts evenly spaced around a bolt circle 12 in.…

A: Given: 6 ½ inch steel bolt 4 ¾ inch aluminium bolt Allowable stress in steel = 9000Psi Allowable…

Q: The block shear strength of the tension member as shown in figure is (round off to two decimal…

A: For given tension member,grade of plate Fe410Angle specification: -ISA 80 x 50x 8 mmBolt…

Q: A 620×230 UB 125 tension member of S355 steel is connected through both flanges by 30 mm bolts (in…

A: Properties of 620x230 UB 125 w = Weight of beam = 125 kgD = Total depth of beam = 620 mmbf = Width…

Q: a. Determine the ultimate tensile strength of the tension member (channel) based on its gross area.…

A: For channel fu = 450MPa fy = 345MPa

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

Q: Determine the design strength of an UNP300 with four lines if 20 mm diameter bolts in standard…

A: Given- diameter of bolts=20mmFu=370MpaFy=240MpaFor UNP 300B=100mtf=16mmAN=0.949m2/m

Q: An A36 (Fy=248MPA, Fu=400MPA) steel plate with thickness, t=llmm used as a tension member is…

Q: Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi,…

A: Tensile Strength: The Tensile strength of a material defines as the stress in tension that the…

Q: Determine the tensile capacity of a 200 x 100 x 12 mm angle in S275 steel assuming that the angle is…

A: 200 x 100 x 12 mm angle S275 steelM24 bolts (3 bolts in a row and p = 70 mm)

Q: 1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 PU O 50 x 50 50 a.…

Q: 1. Please check the safety of bolt connection in the figure below, where F=100KN (design value) and…

A: The formula to calculate the direct shear is given by, F1=Fn ...1 Here, F is given…

Q: Situation 6: A steel plate is 280 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the…

A: Net area The net area of a member is the gross sectional area minus the holes or notches. Punching…

Q: Grade: 10.9 Included I Grade: S235 ace Class: C atio of the mean installed bolt pretension to the…

Q: KOBLE The lap joint in the figure is made using a 30 mm diameter bolt. The Duter plates are 5 mm…

A: Given Data:-⇒d=30mm (S355 steel)⇒top=5mm (2014-T6 aluminium)⇒tip=10mm (6061-T6 aluminium)⇒FOS=…

Q: QUESTION # 2: The lap joint of a tension member is shown in the figure. The plate is 252 mm wide and…

A: Answer We are given A36 steel (Fy = 248 Mpa and fu = 400 Mpa) Bolt diameter = 20 mm Bolt hole = 3…

Q: Please answer this po, thank you so much!

A: Given data, Thickness of plate = t = 12mm Diameter of holes = dh = 18mm A50 steel is used , fy =…

Question

ISWB600 Braket palte=11mm p=450KN E=270mm p=55mm bolt size =M20

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 by step

Solved in 2 steps with 1 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

For the cross section shown, calculate the tensile capacity of the steel plate. Assume that the bolt hole is 1/16 inch larger than bolt diameter. Plate 1/2" x 11" .T 7/8" dia. bolt, typ. ASTM A325N
130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…
Determine the design strength of an UNP200 with four lines if 16 mm diameter bolts in standard holes, as shown in the Figure below. F = 370MPA F. = 240MPa 60 80 60 100, 100, 100, 100,100 UNP 200
SITUATION I A bolted tension member is shown below. Diameter of bolts are 19 mm and the plate material is A36 steel Fy = 250 MPa, Fu = 400 MPa. Diameter of hole is 2.5 mm bigger than the diameter of bolt and thickness of plate is 10 mm. 100 100 100 100 50
12. determine the capacity of the details shown below.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=70ksil) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places)
Don't copy from other experts solution.
The block shear strength of the tension member as shown in figure is (round off to two decimal places). Assume grade of plate Fe410. 45 mm 35 mm 50 mm 100 mm ISA 80 x 50 x 8 mm (M20 bolt of grade 4.6 is used) KN
Situation 4: A steel plate is 300 mm wide and 15 mm thick with 4 bolts (24mm dia.) cut into the plate as shown. Hole diameter = diameter of bolt + 2 mm. Use Fy = 248 MPa and Fu = 400 MPa Given: S1 = 60mm, S2 = 55mm, S3 = 75mm, g1 = 80mm, g2 = 70mm, g3 = 70 mm $1 S2 T+ H g3 DO E $3 1. Which of the following nearly gives the Allowable Strength Ta? O 652 KN O 669 KN O 674 KN O 681 KN BO CO
Designation Serial size 457x191 ■ Calculate the design tension resistance of the 457 × 191 × 67 UB. Given information from steel section table (assuming S275): Axis y-y cm³ 1296 67 Elastic modulus Wel Axis Z-Z cm³ 153 Mass per metre kg/m 67.1 Depth of section h mm 453.4 Width of section b mm 189.9 Plastic modulus Wpl Axis y-y cm³ 1471 Axis Z-Z cm³ 237 Thickness Thickness Root of web of flange radius tw tf mm r mm mm 8.5 12.7 Buckling parameter U 0.872 Torsional index X 37.9 10.2 Depth between fillets d mm 407.6 Ratios for local buckling Flange Web Cf/tf Cw/tw dm6 0.705 6.34 Warping Torsional constant lw constant IT cm4 37.1 48.0 Area of section cm² 85.5 Second moment of area Axis y-y cm4 29380 Axis Z-Z cm4 kNm 522 1452 Indicative values for S355 steel Mc.y.Rd Nb.z.Rd* for Lcr=3.5m kN 1600 Radius of gyration i Axis y-y cm 18.5 Axis Z-Z cm 4.12; Designation Serial size 67 457x191
Determine the capacity of the details shown below.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 l) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places)