Answered: An axial load of magnitude P is applied…

An axial load of magnitude P is applied to a short IPE300 steel member as shown. Determine the maximum distance a so that the maximum compressive stress does not exceed 40. P = 41.8 kN

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: A flexural member is fabricated from two flange plate ½ x 7 ½ and a web plate 3/8 x 17. The yield…

Q: A bronze bar is fastened between a steel bar and an aluminum bar as shown in Fig. P-211. Axial loads…

Q: 1. See figure below and solve for the maximum value of torque the composite shaft can accommodate…

A: Given data Bronze G = 6x10³ ksi Steel G = 12 x 10³ ksi Max Shear stress in bronze = 8 Ksi Max Shear…

Q: a) For the rectangular section shown below the maximum allowable tensile stress in the concrete Fct…

A: Answer Calculation of Maximum Moment We know from bending equation that the Maximum tensile stress…

Q: Problem 912 Compute the stresses at A and B on the link loaded as shown in Figure P-912 if P = 9000…

A: a ) P = 9000 lb and F = 3000 lb Compute the stresses at A and B ? Solid mechanics problem.

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 23 kips, w…

Q: The Load P = 2600 lb is applied on a five bolt truss. If the average shear stress in the bolts must…

A: Given: The 5 bolts structure,The load given is 2600 lb,The total number of bolts is 5,The average…

Q: steel tube. Total axial deformation is 1 hat is the compressive load, P? Assume: uter dia. =1" nner…

A: Given data :Length of member (L)=20inAxial deformation = 0.5inModulus of elasticity of the steel is…

Q: 4. Find the stresses in 3 m members BC, BD and CF for 3 m 4 m A the truss shown. Indicate 40 kN 70…

A: The free body diagram of truss ABCD:

Q: DETERMINE THE LARGEST LOADP THAT CAN BE APPLIED TO THE BARS OF THE LAP JOINT SHOWN IN THE FIGURE.…

Q: A flexural member is fabricated from two flanges plates 1" x 20" and a web plate 1/2" x 22". The…

Q: Determine the maximum permissible value of T provided the allowable shearing stresses in brass and…

A: ζb=70 MPaζs=110 MPaGb=80 GPaGs=40 GPa di=70 mmd0=90 mm

Q: 0,3in 0.4in2 3P 2P + C. Find the albwable säfe p if the stresses in the bar are the following: AB 50…

Q: The pin in the image shown below must transfer an axial tension force of 12.7 kN. Calculate the…

A: First we need to find the value of yield strength using steel through internet.

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 18 kips, w…

Q: A rectangular steel plate is subjected to an axial dead load of 30 kips and a live load of48 kips.…

A: Dead load = Ld = 30 kips Live load = Ll = 48 kips Yield strength = σy = 36 ksi F.O.S = f = 1.5…

Q: Three plates are welded together to form the section shown. Dimensions of the cross section are b =…

A: Given:- The magnitude of the shear force = V = 36 kips The dimensions of the cross-section are:- b =…

Q: 3. Determine the maximum tensile and compressive bending stresses in the beam shown. 4 kN/m A 10 kN…

Q: The ultimate tensile strength of mild steel is 200 N/mm2. A tie of equal legs angle section has to…

Q: A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 25 kips,…

A: W18×40 section Determine the magnitude of maximum bending stress in the beam.

Q: Question 1: A flexural member is fabricated from two flange plates 2x 16 and a web plate 4x 20. The…

Q: Select the true statement. (0.9)Vu = Vn %3D Shear stress is almost always the criteria that…

A: The shear stress capacity for steel is 0.6 Fy

Q: Determine the maximum i tensile and compressive stress for the beam with the given cross section.…

Q: |C LAB LBC LCD Answer: Omax i 14.97 ksi

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips, w…

A: Answer We know that the Maximum bending stress is given by σmax = MmaxI*ymax Mmax = Maximum Moment…

Q: |C LAB LBC LCD Answer: ksi i Pmax Save for Later

Q: simply supported beam is reinforced with 5-25mm at the bottom And 2-20mm at the top if the beam.…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 21 kips, w…

A: Given: P=21 kipsw=3 kips/ftLAB=3 ftLBC=3 ftLCD=14.2 ft W 18×40 represents an I-section with…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 19 kips, w…

A: Given dataFINDMaximum bending stress

Q: What would be the temperature at which the bar will have a compressive stress of 3 MPa given that at…

A: Elongation due to temperature change δT=Lα(ΔT)ΔT=T2-T1=T2-(-20)=T2+20

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 28 kips, w…

A: The beam with loadings is shown below.For W18 x 40,Depth h = 17.9 inMoment of Inertia, I = 612 in4

Q: A flexural member is fabricated from two flange plates 1/2in x 16in and a web plate 1/4in x 20in.…

Q: A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 26 kips,…

Q: W18 × 40 standard steel shape is used to support the loads shown on the beam. Assume P = 30 kips, w…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P= 27 kips, w…

Q: ft, and LcD = 16.6 ft. Determine the magnitude of the maximum bending stress in P LAB B LBC III. |С…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

An axial load of magnitude P is applied to a short IPE300 steel member as shown. Determine the maximum distance a so that the maximum compressive stress does not exceed 40.

P = 41.8 kN

P
X1
y
y
ТРЕ 300 igin
Sx 3D 557,1x103 тт3
300 тm
Sy 3D 80,5х103 тm3
А 3 5380 тт?
X1
145 тm
%3D
%3D
N-

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

Problem 01.054-Analysis of an inverted T-frame In the steel structure shown, a 6-mm-diameter pin is used at C and 12-mm-diameter pins are used at B and D. The ultimate shearin stress is 150 MPa at all connections, and the ultimate normal stress is 340 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. Front view. 160 mm D B 18 mm B Top view 120 mm largest load P that can be applied at A is 99252 2.328 KN. ED 6 mm 22B Side view
Tow square bars are welded together and loaded axially as shown: Determine The normal stress between A&B The normal stress between B&C The normal stress between C&D The total change in length of the bar Assume : w1 =40 mm, w2 = 50 mm, P1 = 130 kN, P2= 65 kN, and P3 =260 kN. E = 200,000 Mpa original lengths LAB = 100 mm, LBC = 120 mm, and LCD = 130 mm,
A gusset plate is connected to the flange of column with the help of fillet weld on both sides as shown in the figure. The direct shear stress and bending tensile stress are 70 MPa and 130 MPa respectively. Find the equivalent stress (in GPa). Gusset plate I-section flange
choose the correct answer
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w = 4.8 kips/ft, LAB = 4.2 ft, Lec = 4.2 ft, and Lco = 16.0 ft. Determine the magnitude of the maximum bending stress in the beam. P B C D LAB LBC LCD Answer: Omax = i ksi
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 18 kips, w = 5.6 kips/ft, LAB = 5.0 ft, LBC = 5.0 ft, and LCD = 13.6 ft. Determine the magnitude of the maximum bending stress in the beam. LAB LBC LCD Answer: i ksi Omax
P 130 mm 25 mm 25 mm P P 3. Assume that the axial load P applied to the lap joint is distributed equally among the three 20-mm-diameter rivets. What is the maximum load P that can be applied if the allowable stresses are 40 MPa for shear in rivets, 90 MPa for bearing between a plate and a rivet, and 120 MPa for tension in the plates?
6- For a simply supported beam with b=300 mm and d=500 mm, if f = 63MPa, f, = 280 MPa and the net tensile strain is greater than 0.005, then the maximum steel ratio equal............ (a) 0.0406 (b) 0.0310 (c) 0.0287 (d) 0.0180 (e) None
The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec =23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 730 N12 ligs (fx.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Use the Transformed section approach considering the presence of steel. Calculate the concrete area and transformed steel area in both tension and compression shown in Figure 3. n=Es/Ec Ast=1232mm^2 Use n-1 for the transformed area to do the calculate. Unit: mm^2 with two decimal
Y1
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'
Determine the length of tension anchorage required for the 36 mm diameter plain mild steel reinforcing bars in the canrilever of figuer below. The charactersitic material strengths are feu-30N/mm² and fy=250KN. The ultimate anchorage bond stress. Stress, fou-1.5N/mm² Anchorage length R25 bars