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 EP- Load in KNE- Eccentricityp- pitch length– 250 mm-BoltBracket platePEPsizeplumn sectionthickness in mmkNmmmmISHB 2501040025050M18

given data P=400KN E= 250mm p=50mm e=35mm bolt size =18mm

Answered: Design the bolted connection. When a…

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

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: Design a connection for the following conditions: • 2L 8x6xtension member • Dead load = 50 kips,…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: *A bracket is held in place using a circular pattern of 6 bolts as shown. The circular pattern…

Q: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

A: LRFD It applies Ultimate factored loads to design. Evaluate forces and stress using yielded…

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: 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: q) what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal…

A: Yield Strength : Yield strength is a maximum stress a structure can bear beyond the maximum stress…

Q: Determine the controlling (lowest) net area of the member. X = 2.69 Y = (6-2.69)/2 Z=0,7 Y" -X Y" 5…

A: Controlling net area

Q: For the splice connection shown in the figure, Compute the design strength based on shear and…

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: Design a connection for the following conditions: • 2L 8x6xtension member • Dead load = 50 kips,…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Question 3 Determine the capacity of plate! of plate as well as Belts (14) in the below connection…

Q: 05: (25 Marks) A plate 4 x 6 of A36 steel is used as a tension member to carry a service dead load…

Q: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

A: Given:Diameter of bolt= 1 inch ( Group A )Diameter of bolt hole= d0 =inchPlate thickness=t =…

Q: A 1/4-inch fillet weld is used to connect the members shown in the accompanying illustration.…

A: Given data - 1/ inch filled weld is used. E80 Electrode and A572 GR. 65 steel. To find - Design…

Q: Determine the load-carrying capacity of the 2 PL 5/16 x 3 tension member shown based on the limit…

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: ISA 70*45*6 mm Leg connected=45 F=350KN Gusset plate=10mm

A: Working load= 350kN Factored load= 350kN×1.5=525kN Hence each angle carries a factored pull of…

Q: In the connection shown in Figure 5, ASTM A572 Grade 50 steel is used for tension member (C10-20),…

A: C 10 x 25 ( A = 7.35 in2 , tw = 0.526 in )A572 grade 50 steel (Fy = 50 ksi and Fu = 65 ksi)We know…

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: Determine the critical net width for the staggered bolted connection as shown in the figure below.…

A: We will use formula of net width along section A B C D E .

Q: j) what is the bolt shear capacity of the flange connection in kips? (2 decimal places) A992:…

A: Answer We are given W 16 x 50 beam Flange A 992 (fy = 50 ksi , fu = 65 ksi) Effective bolt hole…

Q: Determine the required diameter of a plug weld using E60 electrodes on A-36 steel to develop the…

A: Given, Area of the plate Material of the plate, Electrode specification, Find the diameter of a…

Q: A bolfed lap joint is shown below. The bolts used are A325, Grade 2, hof-driven vith diameter of…

A: Failure of bolted joints takes place in three ways- 1. Shearing failure of bolts. 2.Bearing failure…

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+LHere,…

Q: ength of welding on the side of angles based on LRFD and indicate the information on the sketch,

A: given data DL=30k LL=75k For angle section L5×5×516 Ag=3.03in2

Q: Determine the strength of the connection shown in Figure , based on bearing and shear, for the…

A: For both holes, calculating the bearing deformation strength:Rn=2.4dtFu =2.4(3/4)(3/8)(58) =39.15…

Q: 5-5: For the welded 1"x8" flat plate tension member shown, determine the design tensile capacity…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Design a weld connection for an UNP 280×80×9 of S 355 (fy= 355 MPa and fu= 470MPa) steel connected…

A: UNP 280 *80*9S275t = 10mmfy=355MPafu=470MPaTo find:-Design of weld

Q: Consider the tension member shown below. The channel is made of ASTM A572 (Fy = 50 ksi; Fu = 65…

Q: Q2. A tie member of a roof truss consists of two angles are connected to either side of a gusset…

A: Working load= 350kNFactored load= 350kN=525kNHence each angle carries a factored pull of kN

Q: a. the design block shear strength of the connection b. the allowable block shear strength of the…

A: All data is given in the figurethe bolts are 3/4-inch in diameterNeed to finda. the design block…

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

Q: Please answer nos. 4, 5 and 6 N=289 M=332 L=17

A: Section: L175X100X16 mmA=4181 mm2t = 17 mmA 36 grade of steel:fy = 289 MPafu = 332 MPaBolt diameter,…

Q: For the splice connection shown in the figure, a. Check all spacing and edge-distance…

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

Q: 5. Compute the tensile capacity for the connection shown. (Neglect bolts shear and bearing on the…

A: Reinforced concrete is defined as the embedding of steel in concrete so that the two materials work…

Q: The connection shown below uses 1-inch-diameter Group A bolts with the threads not in the shear…

A: Given:Diameter of bolt= 1 inch ( Group A )Diameter of bolt hole= d0 =inchPlate thickness=t =…

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…

Question

100%

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-
Bolt
Bracket plate
PE
P
size
plumn section
thickness in mm
kN
mm
mm
ISHB 250
10
400
250
50
M18

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

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

Find the size of E70 fillet weld required for the shear and tension connection shown. Use the following details: P = 250 kNe = 130 mmb = 150 mmd = 200 mmAssume the column and bracket plate does not control the strength.
Please show solutions on how to get the 0.250 value. The circle green in the figure. Civil engineering- steel design
Problem 1: A butt joint shown in Figure ST – 127 using A325 bolts with a diameter of 16 mm with threads excluded in a shear plane. The plate used is A36 steel with Fy = 400 MPa. Use LRFD. Hole diameter is 3 mm larger than the bolt diameter. 1. Compute the design strength Pu of the connection based on bearing of the plate. Hint: The inner plate will govern. No need of checking the outer plate. 2. Compute the design strength Pu of the connection based on bolt shear. Hint: the bolt is in double shear. As is times 2 for every bolt. |32 84 84 12.5 mm T/2 T/2 22 mm 12.5 mm T/2- T/2 + T 180 mm Figure ST - 127
Please answer nos. 1, 2 and 3 N=289 M=332 L=17
Select a double-angle tension member and design a welded connection to resist a dead load of 12 kips and a live load of 36 kips. The member will be 16 feet long and will be connected to a 5/8-inch-thick gusset plate. Use A36 steel for both the tension member and the gusset plate. Show your results on a sketch, complete with dimensions.
For the bracket connection shown in the figure, determine the design strength in kips of the connection
All measurements shown in mm. The connected plates are 10mm. Apply NSCP Specs for welded connections. Fy =420MPa, Fu = 580MPa. L2is the length of the transverse weld. Note: L1 = 500mm, L3 = 500 & width = 300mm. 1. Determine the maximum weld thickness that can be used.2. Determine the effective weld length of each weld if the actual welds used in the connection is 4mm. L2 =300mm.3. If the plates used are 10 mm, determine the tension yielding and rupture capacity. Consider θ = 0°, L2 = 0 and LRFD NSCP 2015.4. If the welds used are 8 mm, determine the weld capacity. Consider θ = 0°, L2 = 300mm. Weld strength, Fw = 485MPa. LRFD.5. If the welds used are 8 mm, determine the weld capacity. Consider θ = 30°, L2 = 0mm. LRFD.
• 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
column section =ISEB500 bracket plate thickness=11mm p=450KN E=270mm p=5mm bolt size =M20
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.