4-22 mm diameter bolts are used in a staggered bolted connection as shown in the figure. Calculate the value of "x" such that the net width in chain A-B-C-D is equal to the net width of the chain A-B-D. 35mm 1Smn S0nun 200mm 70mm 40mm TTT

4-22 mm diameter bolts are used in a staggered bolted connection as shown in the figure. Calculate the value of "x" such that the net width in chain A-B-C-D is equal to the net width of the chain A-B-D. 35mm 1Smn S0nun 200mm 70mm 40mm TTT

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: For the bracket connection shown in the figure, determine the design strength in kips of the…

A: Solution: Assume the diameter of the bolt as 3/4 inch and grade A490N Depending the geometry of the…

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: app 3.0. Investigate all limit states. The tension m gusset plate is A36. The weld is a 1/8-inch fil…

Q: x=0.76 inch, determine... 3. The Tensile strength Tn (LRFD) neglecting block shear failure mode

A: Given data W16x 36 3/4 in dia hole

Q: The riveted type connection will be used to assemble the given steel members. If Parmar 6.25 t;…

A: Riveting is one of the methods to connect two metal pieces together. Rivets are the ductile metal…

Q: Workshop 3.5 Determine the LRFD tensile design strength of the connection based on fracture. A36…

A: A36 Steel,Fy = Yield strength = 36 ksiFu = Ultimate strength = 58 ksid0 = Diameter of bolts = 78 in…

Q: Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips…

Q: The billboard post support a 5KN dead load as shown. The cantilever beam and the brace is pinned…

A: Answer (a) Calculation of ultimate force the brace carries Since the connection is pinned let us…

Q: A C9x20 is used as tension member connected to a gusset plate of ½ in thick (Figure 4). The member…

A: DL = 40kips LL = 80ips Thickness of the gusset plate = 12in. Steel used A36

Q: REVISED PROBLEM: M3 HW 4 4. Six rivets are used in the connection shown in the figure. If both P= 50…

Q: Problem 1: Two plates will be connected to each other though the bolt connection or weld connection…

Q: Group A shp single Assume that the bearing strength is adequate and use an elastic analysis to…

A: Given To Find The maximum factored load that can be applied

Q: Determine the adequacy of the hanger connection in Figure Account for prying action. a. Use LRFD. b.…

A: Question is based on hanger connection . Value of dead load , Live load and other dimensions are…

Q: a. Use LRFD and design a welded connection for the bracket shown in Figure . All structural steel is…

A: Solution; (a) By allowable stress design: Calculate Factored load coming ion connection. Pa=D+L…

Q: Design a Bolted connection between member B-C and B-A if B-C section is W310x86 and B-A is W310x86…

A: Designing a Bolted Connection for Member B-C and B-AUnderstanding the ProblemWe are tasked with…

Q: 2. Problem 7.8-2 Determine the adequacy of the hanger connection in Figure P7.8-2 Account for prying…

A: Flange thickness bf = 4+4+38Flange thickness (bf) = 8.375 inWeb thickness tw = 38+58…

Q: Investigate both the tee and the bolts in the hanger connection in Figure . Include the effects of…

A: Solution a. Use LRFD. b. Use ASD.

Q: The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in…

A: Calculate the stress in each bolt in terms of bolt area. Then equating that to the limiting value…

Q: 10/10 find the tensile stress in upper plate in section 3-3 2 1 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN…

Q: The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in…

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: If the 18 mm plate is connected to two cover plate of 10 mm on top and bottom, what is the capacity…

Q: A WT6x15 shape made from A36 steel will be welded along its flanges to a gusset plate.…

A: The objective of the question is to determine the LRFD available strength for gross tension yield of…

Q: Consider the connection is welded with 7/16 in. welds with FEXX =70 ksi as shown. The channel…

Q: he five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in…

Q: The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in…

Q: Problem 3. An un-equal leg angle L8x4x½ made of ASTM A242 steel (Fy = 50 ksi, Fu = 70 ksi) is used…

A: Unequal leg angle, L 8 x 4 x 1/2" of ASTM 242 steel, Fy=50 ksi , Fu= 70ksi To Find: (a) Factored…

Q: e single shear connection consists of six 26-mm-diame Its. If the ultimage strength of the bolts is…

A: Number of bolt (n)=6 d=26mm P=570kN

Q: ickness (S=5/8") with "A36" member steel (fy=36 ksi & fu=58 ksi).

Q: A C130x10 tension member is welded to a plate as shown in the figure. The channel is of Grade 350W…

Q: 9. Determine the service load capacity assuming the load is 70% live load of the tee connection as…

A: Given:Load is 70% live loadMaterial: A36 Steel for the tee connectionWeld type: Double-bevel-groove…

Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

From the preceding problem, determine the ultimate tensile force P. that the bolted connection could carry against tensile rupture in the net section. Use A- 50 steel and LRFD.

4-22 mm diameter bolts are used in a staggered bolted connection as shown in
the figure. Calculate the value of "x" such that the net width in chain A-B-C-D
is equal to the net width of the chain A-B-D.
35mum
15mm
50mm
Pa
200mm
70mm
40mm
TTT

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

1- The bolted type connection will be used to assemble the given steel members. Determine the safe load that a single turned bolt can carry. Consider only the effect of shear stresses. (St-37, H) t= 20 # ##* JL 90.90.9 40 50 315 9,96 t 9,04 t 9,40 t 9,70 t
Determine the maximum service load P (ASD) that the connection can resist. Use 27 mm Ø A490-N bolts, and 10 mm A-36 plate and a load P with a slope 1H: 2V. Assume that edge distance and bolt spacing are not critical. ***Note: Lod P is acting at a slope of 1H: 2V
If the structural frame is replaced to structural steel and the connections is to be designed, determine the following Determine the centroid of the weld measured from the given origin A. Determine the direct shear load in the welds. Determine the required size of the fillet weld(E60xx) if the maximum resultant load is 750,000 N/mm
The five-bolt connection must support an applied load of P = 2600 lb. If the average shear stress in the bolts must be limited to 27 ksi, determine the minimum bolt diameter that may be used for this connection. Cocoo Answer:dmin- P in.
Provide a balanced welded connection to mobilize the full capacity of the angle. ( Filler material :fy = 480 MPa, fu = 560 MPa, Members are S235) a Section a-a 10 mm 10 cm P { =37.14 mm 5 cm 16 mm Gusset Plate a
For the bracket connection shown in the figure, determine the design strength in kips of the connection
Assume that the gusset plate and welds are satisfied. A gap allowance of 1/16 inch is to be considered to fit the gusset plate in the HSS. The steel used in the tension member is ASTM A500 Grade C HSS 6 x 0.5 with a length of 30 feet. a.) Find the shear lag factor b.) Find the Effective net area (Ae) c.) Solve for the tensile strenngth 16-inch-long fillet weld HSS 6 x 0.5 1/2 in. thick gusset plate 17 inch long
In an industrial shade on edge support consisting of two angle 110 mm x 100 mm is to be connected to a 16 mm gusset plate for a tensile load of 650 kN. Design the moment free welded connection. The distances of centroid of angle from the back side of legs are C₁=C₁ = 30.9 mm. The strength of the weld per mm thickness per mm length is 76 MPa.
• Compute the available block shear strength of the connection based on the KN. (Diameter of hole is 20mm, ST37 steel is used, and thickness of plate is 7.5mm) 2@75 mm 3@75 mm
4. from the preceding problem, determine the ultimate tensile force Pu that the bolted connection could carry against tensile rupture in the net section. Use A-50 steel and LRFD.