The vertical steel bar is connected with two A307 bolts (diameter = 7/8 inch) in standard round holes. Determine the load P when the shear of the bolts occur. BOLTS, THREADED PARTS AND RIVETSShearAllowable load in kipsTABLESHEARASTMDesigNominal Diameter d. in.1%ConnHole F, Load-%Type Type" ksiingectionArea (Based on Nominal Diameter) in.3068 4418 6013 7854 9940 1.227 1.485 1.7676.0 7.9nationA307STDNSL10.03.16.14.414.817.729.7 35.39.9123D8.8 12.0 15.719.9 24.5

The values given in the question are as follows: Diameter of bolt(d)=7/8 in or 0.875 in bolt grade…

Answered: The vertical steel bar is connected…

The vertical steel bar is connected with two A307 bolts (diameter = 7/8 inch) in standard round holes. Determine the load P when the shear of the bolts occur.

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: Block Shear The tension member is a PL% x 5% of A242 steel. It is connected to a %-in. thick gusset…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter.To…

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

A: A992 WF steel section, bolts are 20mm in diameter The WF section is to be connected to a 12mm-thick…

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: The A double-channel shape, 2C250× 29.75, of A572 Grade 50 steel is used for a built-up tension…

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: Compute the block shear strength of the tension member shown in Figure holes are for…

A: Given : Diameter of bolts = 7/8 inches This is a problem of Steel Structures where we are asked to…

Q: A straight steel bar is fastened to a gusset plate with three 3/4-in diameter ASTM A-307 bolts, as…

A: three 3/4-in diameter ASTM A-307 boltsbolt capacity in single shear = 7.95 kips plate capacity =…

Q: 3- Shaft ABC is composed of two segments: segment AB, which is hollow-core; and segment BC, which is…

Q: A double-angle shape, 2L8x8x%, is connected to a %-inch gusset plate as shown in Figure 3. Determine…

A: To find:Maximum total service load:a. LRFDb. ASD

Q: The members are connected by the details as shown, arranged in one row at the centroidal line. The…

A: ANSWER:-

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 2. Using 22 mm diameter bolt, compute: a. t for Palone b. t for moment alone c. Critical…

A: Tension member connection and splice: It subjects the bolts to powers that will in general shear the…

Q: nected to a 5⁄8-inch gusset plate as shown in the figure. Determine the maximum total service load…

A: According to given data A double-angle shape, 2-L6 x 6* %, is connected to a %-inch gusset plate as…

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: ingle-angle tension member 175 mm x 100 mm x 18 mm has two gage lines in its ong leg and one in the…

A: Area of the angular section(A)=4961 mm2,Tension member=175mm x 100mm x 18 mm,Fy=248 Mpa,Fu=400 Mpa,…

Q: Determine the nominal block shear strength of the tension member.

Q: The tension member is a PL.3 x 5% of A242 steel. It is connected to a 3-in. thick gusset plate, also…

A: PL 3/8 x 5 1/2 A242 steel3/8 in. thick gusset plate, also of A242 steel, with 3/4-inch diameter

Q: Compute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At…

A: Given:- diameter = 1in To find:- net area

Q: A C8 x 18.75 is to be used as a tension member. The channel is bolted to a 3⁄8-inch gusset plate…

A: Solution Given Data C8 x 18.75

Q: Determine the LRFD design tensile strength of the bolted connection shown. The angles are connected…

A: Given dia of bolt=16 mm fy =250 fx =405 diameter of hole=16+2 =18 mm

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: Determine the factor of safety with an applied load of 500 kN. The six bolts are in single shear…

A: d = 32 mmPa = 500 kN

Q: Compute the Block Shear Strength of the Tension member 2″4 O O 2" 2" %8-in. bolts L 4x4x2 A36 O 1½"

Q: Compute the design and allowable strengths of the member considering all the possible methods of…

A: Answer W 150 x 24 A36 steel(Fy = 250 Mpa, Fu = 400 Mpa) A325 bolts with threads excluded from shear…

Q: snip

A: Let us analyse the question in step 2.

Q: Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely…

A: The channel section used = C12 × 20.7 The steel used = A572 grade 50 steel The magnitude of the…

Q: A W16 x 45 of A992 steel is connected to a plate at each flange as shown. Determine the nominal…

A: Consider the following diagram of I-section:

Q: Determine the nominal axial compressive strength of the members shown in the following

A: The values and figure given in the question are as follows Length of column=L Effective length of…

Q: Determine the LRFD design strength and the ASD allowable strength. Neglect block shear. A36 steel…

Q: 6) Calculate the shear lag reduction factor, u, for the spliced W-shape tension member shown. Hint:…

Q: 1. A double-angle tension member, 2L 3 × 2 × 3/16 LLBB, of A36 steel is subjected to a dead load of…

A: For the given double angle tension member,

Q: Since the reaction force at point A is 8975 #, The reaction force at point H is 7625#, the stress…

A: Given Data: The reaction force at point A is RA=8975 lbs. The reaction force at point H is RH=7625…

Q: A double-angle shape, 2-L6 x 6 x %½, is connected to a %-inch gusset plate as shown in the figure.…

A: We will solve this question in step no 2

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 = 320 Member length = 30ft U = 0.85

Q: A bracket must support the service loads shown in the figure below. The loads act through the center…

Q: 1. The tension member is a PL 1/2 x 10, and the steel is A36. The bolts are 5/8-inch in diam a. Draw…

A: Diameter of bolt=5/8 in Thickness of plate=1/2in To find effective net area

Q: 3.5-1 Compute the nominal block shear strength of the tension member shown in Figure P3.5-1. ASTM…

A: Given:- The diameter of the bolts = 1 in The ASTM A572 Grade 50 steel is used The number of bolts =…

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 double-angle shape, 2L8×8×%, is connected to a %-inch gusset plate as shown in Figure 3. Determine…

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

The vertical steel bar is connected with two A307 bolts (diameter = 7/8 inch) in standard round holes. Determine the load P when the shear of the bolts occur.

BOLTS, THREADED PARTS AND RIVETS
Shear
Allowable load in kips
TABLE
SHEAR
ASTM
Desig
Nominal Diameter d. in.
1%
Conn
Hole F, Load-%
Type Type" ksi
ing
ection
Area (Based on Nominal Diameter) in.
3068 4418 6013 7854 9940 1.227 1.485 1.767
6.0 7.9
nation
A307
STD
NSL
10.0
3.1
6.1
4.4
14.8
17.7
29.7 35.3
9.9
123
D
8.8 12.0 15.7
19.9 24.5

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

Given data:

VIEW

Calculating the load P(when the shear of bolt occur):

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

Please show solutions on how to get the 2 and 1 value. The circle green in the figure. Civil engineering- steel design
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.
Determine the nominal block shearstrength of the tension member shownin Figure P3.5-2. The bolts are 1 inch in diameter, and A36 steel is used. PL 2 x 72 2" 2" 2" 2"
A double-angle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The twoangles are connected to a gusset plate with 7⁄8-inch-diameter bolts throughthe 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used.a. Compute the design strength.b. Compute the allowable strength.
Problem 1: The tension member is a PL 12 × 6. It is connected to a 38-inch-thick gusset plate with78-inch-diameter bolts. Both components are of A36 steel. a. Check all spacing and edge-distance requirements. b. Compute the nominal strength in bearing W' PL PL ½x 6 24" 24" 1"
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 THIS QUESTION ASAP!!!
Can you solve this for me?
Compute the nominal strength based on yielding in KN. Determine the allowable tensile strength of Plate A in KN. Compute the allowable tensile strength at section a-1-2-2-4-c in KN.
Determine the LRFD design strength and the ASD allowable strength . Neglect block shear. A36 steel and 3/4-in Ø bolts
1
The ultimate shear strength of the bolts is 250 MPa, and a factor of safety of 2 is required. Determine the minimum required bolt diameter to resist an applied load of P = 1,300 kN. |Support Bar