There is a 6m long column. Its section is made upby 3 steel plates welding flame cutting automaticwelding flange side. The two sides of column arepinned. And there is a supporting point at themiddle of column in x-direction. Determine theaxial compression resistance.a. Use Q390 steelb. Use Q235 steelc. Discuss the effect of steel grąde (yield stress)on the compressive behavior of column.280INotffot3mm

Answered: Image /qna-images/answer/61902e32-9355-4603-b2ec-a7f739d66bd2.jpg

Answered: g flange side. The two sides of column…

g flange side. The two sides of column are . And there is a supporting point at the e of column in x-direction. Determine the ompression resistance.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

See similar textbooks

Related questions

Q: Determine the maximum force P that can be applied without causing movement of the 250 lb homogeneous…

A: Given values: Mass of block= 250 lb Coefficient of static friction between the block and the floor =…

Q: 16-57. The pipe asscmbly consists of three equal-sized pipes with flexibility stiffness El and…

A: Draw the deflection diagram of member CB. We know that for a cantilever beam with point load at…

Q: determine (a) the slope at end C, (b) the deflection at end C W = P L A B P L/2L/2— C

A: Find Slope at C (θc) = ? Deflection at C (δc) = ? Let's solve given question using Macaulay…

Q: Determine the minimum coefficient of static friction between the uniform 74.4-kg spool and the wall…

Q: The rectangular bin is filled with coal, which creates a pressure distribution along wall A that…

A: Schematic diagram of the given problem:

Q: Gate AB is 8m wide. Compute the force F acting on A. I 7-5 m -F 12 m Water Parabola BI

Q: *9-32. Solve Prob. 9-31 using Castigliano's theorem. A B IAB= 500 in.4 IBC = 200 in.4 6 ft 3 ft…

A: Given:-

Q: 90° elbow in a horizontal pipe is used ameter of the entire elbow is 10 cm. The e pressure at the…

Q: Determine the vertical displacement of joint C. The members of the truss are made of A-36 steel…

Q: 7-12. Determine the slope at the end C of the beam. Use the conjugate-beam method. E= 200 GPa, I =…

Q: -3 wL PL solve for P, 0 = 24EI 3EI

Q: 2m 2m loras 20EN Nisi 3m 16 IF E SEN ZOHN ISKN tzm Im

Q: 50 000 N Prob. 2-4 25 000 N Internal Force of Member AG 2. AG = 20 m B 10 m E G F 20 m 20 m 20 m

A: Given data in question Point loads vertical and horizontal Span member length To find out FBD…

Q: hown below. The gate is hingeda Friction at the hinge and the weigh P.

A: Depth of CG :h=13cos60F=γwAhF=62.46×413cos60F=16863lb

Q: ertical load P = 6000 lbs. Each neta are 30 degrees. If the loac longation of the rod at point B

Q: - For below cantilever beam derive the length of elastic-plastic zone F, L

A: GIVEN, There is a cantilever beam having length L and which is subjected to a point load of…

Q: Determine the maximum deflection between the supports A and B. El is constant. Use method of…

Q: The axial force in member CE equals 50 kN 100 kN 100 kN 50 kN -3.0- -3.0- -3.0- AV E 2.0 m O 200 kN…

Q: 1. The spring is placed between the wall and the 10-kg block. If the block is subjected to a force…

A: Using principle of Work and energy :T1+∑ U1-2=T2

Q: Q2: water A rectangular gate of dimension I m by 4 m is held in place by a stop block at B. This…

A: To find depth of h of water

Q: pressure force when the upp

A: To find: Total pressure Given : rectangular plan surface 5 m wide and 7 m deep lies in water in…

Q: 20 950 N Resultant: 350 N F

Q: ering the effects of the prestressing forces (assume no loss) and the working lo e the selfweight of…

A: According to given data

Q: 4. Determine the maximum and the minimum values of weight W which may be applied without causing the…

Q: The “Nuremberg scissors” is subjected to a horizontal force of P = 600 N. Determine the stiffness k…

A: Draw FBD:

Q: Find the pressure in the pipe.

Q: Draw the free-body diagram of the hand punch which is pinned at A and bears down on smooth surfaces…

Q: Q:- A quarter circle gate AB of 2m radius and 1 m wide, hinge at B, find the horizontal force…

A: Given data, Radius r = 2 m Width of gate = 1 m Horizontal force acing on the gate: FH=γ×A×y Where,…

Q: water A rectangular gate of dimension I m by 4 m is held in place by a stop block at B. This block…

Q: F 5 k 16 D 10 k E 16 C 12 ft 12 ft

A: This question is related to Structure Analysis. In this question using Force equilibrium equations…

Q: 6-14. Water flows through the elbow at 8 ft/s. Assuming the pipe connections at A and B do not offer…

Q: n, (a) determine the max. +M due to loads Pin B 'С 3

Q: 1. Determine the minimum distance x, so that the cylinder of any mass can be supported by a collar…

A: Given:- Coefficient of friction at A = 0.4 B is frictionless.

Q: In which one of the following arrangements would the vertical force on the cylinder due to water be…

Q: A. Determine the depth of the compression block. (mm) B.Determine the nominal moment strength (kN-m)

Q: Design the Beam AB Below by using Working Stress Method ;

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(10) mm*.

Q: Situation 2 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and…

A: The center of gravity is defined as the place at which the mass of a set of elements is thought to…

Q: For the beam loaded as shown, determine (a) the deflection and slope under the load P and (b) the…

A: EI is constant

Q: 3. The strength of longitudinal joint is 33 kips/f, whereas for the girth is 16 kips/f. Calculate…

A: Given data in question Strength of longitudinal joint Strength of girth Internal pressure To find…

Q: The pipe of weight W is to be pulled up the inclined plane of slope a using a force P. If P acts at…

A: Free body diagram of the pipe: Here, Friction force must be equal to the maximum friction force…

Q: t of resistance of the section. The ession.

Q: Determine the inclination . Blocks A and B are identical with weight W. The coefficient of static…

Q: Q2 A 5 m-long and 7 m-wide rectangular panel AB is hinged at point B to prevent the wa flowing out,…

A: The given figure is shown below:

Q: Q:: A quarter circle gate AB of 2m radius and 1 m wide, hinge at B, find the horizontal force…

Q: Find the max compression on member DI in kN. Put "0" if none. a= 4.5m b= 4.8m c= 50kN d= 68kN

Q: Determine the slope at the end Cof the beam. Use the conjugate-beam method. E-200 GPa, I=70(10) mm.…

A: Given Data: The modulus of elasticity is E=200 GPa. The moment of inertia is I=70106 mm4. To…

Q: Find the force member DE. DE = KN. Compression 4 6 6 4 4 > 6 -6 4 |100 kN 75 kN 75 kN D - 25 kN- E…

A: To find force in member DE

Question

There is a 6m long column. Its section is made up
by 3 steel plates welding flame cutting automatic
welding flange side. The two sides of column are
pinned. And there is a supporting point at the
middle of column in x-direction. Determine the
axial compression resistance.
a. Use Q390 steel
b. Use Q235 steel
c. Discuss the effect of steel grąde (yield stress)
on the compressive behavior of column.
280
IN
otf
fot
3m
m

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 3

VIEW

Step by step

Solved in 3 steps with 3 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

A flexural member is fabricated from two flanges plates 1" x 20" and a web plate 1/2" x 22". The yield stress of the steel is 36 ksi. a. Compute the elastic modulus and the yield moment with respect to major principal axis. b. Compute the plastic modulus and the plastic moment with respect to major principal axis.
A column is built up from four (4)- 125 x 125 x 18 angle shapes as shown. The plates are not continuous but are spaced at intervals along the column length and function to maintain the separation of the angles. They do not contribute to the cross-sectional properties. The effective length is 4 m. Compute the allowable design compressive strength based on flexural buckling. E= 250 MPa. Use ASD. k 375 mm 125mm, HPlate 125mm 4 - 4 125 × 125× l8 section 下好业

A steel column is pin connected at the top and bottom which is laterally braced and subjected to transverse loading. It carries an axial load of 800 kN and a 70 kN-m moment. Use ASD. The steel section has the following properties: A = 13000 mm² r = 94 mm Ix = 300 x 106 mm4 Sx = 1200 x 103 mm³ L = 3.6 m Yield stress Fy = 248 MPa Axial compressive stress that would be permitted if axial force alone existed, Fa = 115 MPa Compressive bending stress that would be permitted if bending moment alone existed, Fb = 148 MPa Members subjected to both axial compression and bending stresses shall be proportioned to satisfy the following requirements: Mry + 9 Mex Mey Determine the axial compressive stress if axial load only existed. Pr 8 Mrx + Pe 75.82 MPa 61.54 MPa 33.96 MPa 16.25 MPa Determine the bending stress if bending moment alone existed. 76.25 MPa O58.33 MPa 13.33 MPa ≤ 1.0 16.59 MPa Determine the value of both axial and bending moment interaction value, considering the amplification due to…
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesNOTE: Draw FBD(a) If we increase the diameter of each bar to 20 mm, determine the maximum load Pthat can be applied to the lap joint.(b) Using the value computed for maximum load P from (a) compute for the over-allfactor of safety given that the actual P= 20kN.
* TRUTT 50 kN/m 8m TIZI SLAB THICKNESS 150mm 2500 mm fe'= 21 MPa fy = 414 тра Cc = 40mm spacer barp=25mm Say bw= 0.6h DESIGN THE T-BEAM AND SHOW THAT TENSION STEEL YIELDS AND THE BEAM IS TENSION CONTROLLED
Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 7.2 mm A = 3929 mm² t₁ = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm ly= 1.61 x 10 mm x = 17.7 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm tr = 14.5 mm Ix = 333 x 10 mm Iy = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K= 1.0 457 CIVIL ENGINEERING- STEEL DESIGN
2) Find the axial stresses of menbers FD, GD, GE State if it is tensile or Compressive. 4M 3M A LE 3m G 20 RN Go KN
4-47. The support consists of a solid red brass C83400 copper post surrounded by a 304 stainless steel tube. Before the load is applied the gap between these two parts is 1 mm. Given the dimensions shown, determine the greatest axial load that can be applied to the rigid cap A without causing yielding of any one of the materials. mm 0.25 m SOLUTION 60 mm -10 mm
Brass. (c). A bar of length 1000 mm and diameter 30 mm is centrally bored for 400 mm, the bore diameter being 10 mm as shown below. Under a load of 30 kN, if the extension of the bar is 0.222 mm, what is the modulus of elasticity of the bar? mam um
PERFORMED AS REQUIRED. SHOW YOUR COMPLETE SOLUTION. 4.3-1 Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive strength for the following cases: a. L = 10 ft b. L=30 ft L W10 x 100 A992 steel FIGURE P4.3-1
The light rigid bar ABCD shown is pinned at C and connected to two vertical rods. The bar was initially horizontal, and the rods were stress-free before the load P= 20 KN is applied. Sleel E-200 GPa A-400mm L1 m 2.0 m 0.6 m 1.5m P-20 KN Aluminum E70 GPa A-900mm L-1.5 m 1. Axial load at steel rod in kN? 2. Axial stress at steel rod in MPa? 3. Axial deformation of aluminum rod in mm? 4. Axial deformation of steel rod in mm? 5. Axial Load at aluminum rod in kN?
4 A flanged bolt coupling has ten 12-mm di ameter steel bolts on 500 mm diameter b olt circle and six 16 mm diameter aluminu m bolts on 300 mm diameter bolt circle. T he maximum shear stresses of the materi als are 60 MPa in steel and 40 MPa in al uminum. Use G = 80 GPa for steel and 3 0 GPa for aluminum. What is the maximu m required shear strength of each alumin um bolt to determine the maximum torqu e that can be applied to the system? Dra wing not included in this problem.