Answered: PLEASE SHOW ALL WORK! Use ICR method to…

Engineering

Civil Engineering

PLEASE SHOW ALL WORK! Use ICR method to determine the required load in each bolt (k). Р, 3 50 k 2 in - 6 in 4 in

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

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

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: One leg of an 8 x 8 x 3/4 angle is to be connected with side welds and a weld at the end of the…

A: Fillet weld: This weld is a joint made by joining two metal pieces together which are perpendicular…

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: 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: Determine the maximum load in the weld in kips per inch of length.

A: Given:- welds To find:- Maximum load

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: Calculate the maximum shearing stress developed in the 5 – 16mm diameter bolts 100 mm 100 mm P=…

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: The PL 18 x 1/2 as shown below are connected to PL 50 x 1/2 in with longitudinal SMAW fillet welds…

A: PL 18 X 1/2 connected to PL 50 X 1/2 Fillet weld 7/15 in fy = 50 ksifu = 65 ksiElectrode = E70

Q: Determine the allowable minimum diameter for the bolts if a factor of safety of 1.2 exists. The…

A: Given datafactor of safety=1.2 ultimate strength of bolts= 320 MPaaxial load=570 KNFindallowable…

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: Rework Prob. 14-25 if the load is increased from 40 to 60 k and the horizontal weld lengths are…

A: a} Use elastic method Consider the setion Assume a 1-in well as in figure Calculate the area of the…

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: 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: 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: 1R@ T =108'

A: Factored load is the load at which the structure obtains a collapsed zone, that is, it is unable to…

Q: Determine the maximum load in the weld in kips per inch of length.

A: Given:- Load=15k To find:- maximum load

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: Please show solutions on how to get the 0.5 and 1.0 value. The circle green in the figure. Civil…

A: The block shear failure consists of two failure surfaces The tension failure The shear failure The…

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

Q: A joist cutting is used as a bracket to support a load of 135 kN. It is welded to the column flange…

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…

Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

PLEASE SHOW ALL WORK!
Use ICR method to determine the required
load in each bolt (k).
P, = 50 k
2 in -
6 in
4 in

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 2 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

The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole Compute the nominal strength in bearing on Gusset plate only (since this will govern, it has smaller thickness than the main member PL ½ x 6)
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 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
Please show solutions on how to get the 0.250 value. The circle green in the figure. Civil engineering- steel design
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
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.
SOLVE FOR1 HR
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
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.