Answered: 530*150 is used as a compression member…

530*150 is used as a compression member with one end fixed and the other end free. The length of the column is 3.2 m. What is the nominal compressive strength if fy=350 MPa?

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: AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in…

Q: 7.5 ft A P B D F H C E G I P P 6 panels @ 6 ft = 36 ft- K L P

Q: (d) Check the minimum steel requirements A, criteria 1 = min in? A min criteria 2 = in? in?…

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

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: A W6 x 15 structural steel column is 24 ft tall and is fixed at its base and top. It is braced…

A: In construction, a steel column provides the essential support for vertical structures. It is…

Q: (CLO 1, 2) The composite bar in the fiqure below is attached to fixed supports. What maximum axial…

A: Draw the free body diagram. Equilibrium of horizontal forces, ∑Fx=0FA=P+FS................1

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

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

Q: Given the truss as shown, solve the cross-sectional area of member BE if the stresses will not…

Q: For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the…

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: prestressed T beam shown which is reinforced with à dl. n, fc' = 34.5 MPa, fpu = 1862 MPa, and the…

Q: An I-section with two cover plates is used as tension member and is subjected to a load of 120 t…

Q: Answer this using method of joints. Show your clear, detailed, and whole solution. Don’t mind the…

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: A square pillar is subjected to a compressive force P and a bending moment M (see figure and Table).…

A: Given: The load P is 3500 kN. The moment M is 85 kN.m. The allowable compressive stress is 18 MPa.…

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

Q: A composite beam is made of two brass [E = 98 GPa] plates bonded to an aluminum [E = 74 GPa] bar, as…

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

Q: TENSION MEMBERS: THE SINGLE 200 X 10 mm STEEL PLATE IS CONNECTED TO A 12 mm THICK STEEL PLATE BY…

A: Note:- Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: 3. Three plates are joined with a 12-mm diameter pin as shown below. Determine the maximum load P…

A: Given:- Diameter of pin = 12 mm dia Maximum bearing stress between plate and pin = 650 MPa To…

Q: The two plates are joined together using a rectangular pin. What is the smallest width of the plates…

Q: 6. The round bar shown has steel, brass, and aluminum sections. Axial loads are applied at cross…

Q: Situation 12. With reference to the NSCP 2015, choose the correct statement: 37. For design of…

Q: resistance of the section. The p ion.

A: given:

Q: A W14 x 22 acts compositely with a 5-inch-thick floor slab. The beams are spaced at 8 ft apart and…

Q: Problem 3: Find the design moment strength for the following section: f'c=6000 psi hf=6" a. Mn= fy…

A: Given: fc = 6 ksi fy = 60 ksi E = 29000 ksi A's = 2 in2 As = 6.5 in2 b = 24 in hf = 6 in bw = 4 in…

Q: Example: Calculate the strength of the single lap joint. The plates are made of 1"x4" wooden blocks…

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

Q: AW18 × 40 standard steel shape is used to support the loads shown on the beam. Assume P = 20 kips, w…

A: Given Data: Load=p=20 kips w=5.8 kips LAB=4.0 ft LBC=4.0 ft LCD=13 ft

Q: The rod bar shown has steel, brass, and aluminum sections. Axial loads are applied at cross sections…

A: ASKED: To calculate the required diameter for the different bars. Given, Allowable normal stress…

Q: d. The end of each bar includes a standard 90 degree hoo m the outside face of the supporting…

Q: Aluminum Copper E = 18(10³) ksi Steel E = 10(10) ksi E = 29(10³) ksi %3D %3D %3D AAB= 0.09 in? ABC =…

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

Q: Determine the maxinum tensile stress and compressive stress for the beam with the given cross…

A: Max moment occurs at Left supportMmax=-10004=-4000lb-ft so,

Q: Tow square bars are welded together and loaded axially as shown: Determine The normal stress…

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

Q: a. The Euler stress Fe. b. The buckling stress Fcr c. The design strength d. The allowable strength…

Q: For the Beam section below, check if steel yields and determine the ACI design flexural strength. 12…

A: Given:- A beam section is given with width = 18 in and depth = 15 in The steel reinforcement…

Question

A 530*150 is used as a compression member with one end fixed and the other end free. The length of the column is 3.2 m. What is the nominal compressive strength if fy=350 MPa? (please help my assigment)

2- A 530*150 is used as a compression member with one end fixed and the other end free. The
length of the column is 3.2 m. What is the nominal compressive strength if fy=350 MPa?
About X-X
About Y-Y
Flange Flange
Web
Mass
Area
Depth
S
I (10°)
(10)
I
Width
thickness
thickness
(10) (10)
(mm)
(kg/m)
(mm2)
(mm)
(mm)
(mm)
(mm)
mm*
(mm)
mm?
mm* mm
W530*150 150
19200
544
312
20.3
12.7
1010
3720
229
103
660
73.4

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 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

Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
need answer thank you
For the given properties of beam below. Design the reinforcements of the beam. d'=75 mm b=400 mm d=580 mm fc'=35 MPa fy=320 MPa Mu=1000000000N mm Input is 0 in As' if compression bars are not needed. A. USE NSCP 2001, As = mm2, As' = mm2 B. USE NSCP 2015, As = mm2, As' = mm2 %3D
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
Hello help me answer this. Thank you.
Using Table 10.2, select a column shape for an axial deadload of 400 kips and a live load of 600 kips. The unbraced height about thex axis is 16 ft and about the y axis is 4 ft. The steel is to have a yield stress of50 ksi and K is assumed as 1.0.
Find the allowable bending stress for the following shapes. Assume adequate lateral support for the compression flange. a.) W30 x132 of A36 Steel
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
Problem 1. The composite beam shown below carries a cantilevered load of 10 kN. The beam consists of one 30 x 124 mm plate and four 12 x 50 mm plates. They are pinned together at 120 mm intervals with round pins. The pin material has a shear strength of 159 MPa. Compute the minimum acceptable diameter for the pins. O O O O O O O -0 O 0- O 1000 mm Do O -120 mm (typ) O O O P = 10 KN 30 x 124 mm 12 x 50 mm (typ)
42 KN the cross-sectional area of each member is 600 mm² Determine the stress in member EF. Answer in MPa rounded-off to 2 decimal places AddSNUIF ana. 2m A Last saved 4:09:09 PM 1455 ET 2 m Next > Last >