For this Problem, kindly refer to our Textbook, Steel Design Fifth Edition by William T. Segui. For Problem 8.2-3 Page 573, if the 65kip load (service load which is 30% deadload and 70% liveload) is changed to 85kips, and the 6inches distance is also changed to 6.1inches, using plastic analysis (LRFD) calculate the magnitude (only) of the shear force at the most stressed bolt due to eccentric load? Express your answer in kips in 2 decimal places.

For this Problem, kindly refer to our Textbook, Steel Design Fifth Edition by William T. Segui. For Problem 8.2-3 Page 573, if the 65kip load (service load which is 30% deadload and 70% liveload) is changed to 85kips, and the 6inches distance is also changed to 6.1inches, using plastic analysis (LRFD) calculate the magnitude (only) of the shear force at the most stressed bolt due to eccentric load? Express your answer in kips in 2 decimal places.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

il Engineering Dept. /Second Year "Strength of Materials" Home Works: A flat steel bar has axial loads (forces along the centroidal axis of the bar) applied at points A, B, C, and D, as shown in Fig. a. If the bar has a cross-sectional area of 3.00 in.², determine the normal stress in the bar (a) On a cross section 20 in. to the right of point A. (b) On a cross section 20 in. to the right of point B. (c) On a cross section 20 in. to the right of point C. Figure (a) 81 kip 30 in. 45 in. OA BOC 18 kip 54 kip 40 in. (a) Do Prof. Dr. Qais Fadhil 45 kip
SHOW COMPLETE SOLUTION AND LABEL THE ANSWER . 3 Decimal Places Only Problem 3: A hole is to be punched out in a plate that has a shear strength of 40 ksi. The working compressive stress of the punch is 50 ksi. -Compute the maximum thickness of the plate in a hole 2.5 inches in diameter can be punched. -If the plate is 0.25 inch thick, determine the diameter of the smallest hole that can be punched.
Problem2. The compression member is shown in figure. Find the following: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength e. Does the member satisfactorily meet the design requirements? Why? HSS 8x 8x4 ASTM AS00, Grade B steel (Fy = 46 ksi) 15'
The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ? P steel raid steel sF I A=0-1 Mat 50°d E = 200 GPa -Aluminum L= 250 Mm A = 1600 mm ² X = 12 x10%2 Call = 200 MPa Comp Alumivun Post. E = 73 GPa A = 2400 mM 400 mM 40o mm 2 X = 23 x 10% T = 150 MP Comp Figure 2
Problem 6: The compound bar containing steel, bronze, and aluminum segments carries the axia! loads shown in the figure. The properties of the segments and the working stresses are listed in the table. Steel 2 ft Bronze 4 ft A (in.²) E (psi) o, (psi) Aluminum 3 ft 2P Steel 0.75 30 × 106 20 000 Bronze 1.00 12 x 106 18 000 4P Aluminum 0.50 10 x 106 12 000 Determine the maximum allowable value of P if the change in length of the entire bar is limited to 0.08 in. and the working stresses are not to be exceeded.
What maximum load P can be applied without exceeding an allowable stress of 70 MPa for aluminum or 120 MPa for steel? Can a larger load P be carried if the length of the aluminum rod is changed. the length of the steel portion being kept the same? If so, determine this length
The wood beam has an allowable shear stress of Tallow = 4 MPa. (Figure 1) Figure Part A 50 mm 50 mm 200 mm —+ ➜ 50 mm ↓ 100 mm 100 mm 1 of 1 Determine the maximum shear force V that can be applied to the cross section. Express your answer to three significant figures and include the appropriate units.
S9. Knowing that the allowable normal stress for the steel used is 150 MPa, select the most economical metric wide-flange beam to support the loading shown in Figure 9.0. 50 kN/m A D B -2.4 m- 0.8 m 0.8 m Figure 9.0 $10. Determine the average shearing stress in the web of the beam indicated and check whether the design obtained earlier for that beam is acceptable, knowing that the allowable shearing stress for the steel used is 110 MPa. Consider the beam of $9 above.
Required information Consider the loading shown. The allowable normal stress for the steel used is 160 MPa. 0.8 m 50 kN/m B -2.4 m- 0.8 m For the selected design, determine the actual value of Om in the beam. (Round the final answer to one decimal place. You must provide an answer before moving to the next part.) The actual value of om in the beam is 160 MPa.
A rectangular steel block is 3.2 inches long in the x-direction, 2.9 inches long in the y-direction, and 4.5 inches long in the z-direction. The block is subjected to a tri-axial loading of three uniformly distributed forces as follows: 48 kips tension in the x-direction, 65 kips compression in the y-direction, and 54 kips tension in the z-direction. If Poisson's ratio is 0.30 and E = 29 x 106 psi, find the uniformly distributed load that must be added in the x-direction to produced no deformation in the z-direction. Your final answer should include two decimal places
The beam shown left below has the cross section shown right below. Determine(a)The maximum tensile fiber stress in the beam.(b)The maximum compressive fiber stress in the beam.(c)The shearing stress 50 mm below the top surface of the flange.(d) The maximum shearing stress