A steel column 3.6m long Is pin connected at the top and bottom and is a part ofa frame subjected to buckling and sidesway. It carries an axial load of 800 kNand a moment of 70 kN-m at the top and a moment at the bottom which is90% of the moment at the top.Properties:13000 mm?Pa800 ANAreaSection Modulus X 1200x10 mmhingedrmin94 mmMy=70RN.mK1Fy248 Mpa200000 MpaEsFa115 Mpa148 Мра3.бmFbM-63RN.mhinged1. Compute the axial compressive stress if axial load only existed2. Compute the bending stress if bending moment alone existed.3. Compute the interaction value of both axial and bending stresses

Members subject to combined axial force and bending moment are called beam-column. The bending…

A steel column 3.6m long is pin connected at the top and bottom and is a part of a frame subjected to buckling and sidesway. It carries an axial load of 800 kN and a moment of 70 kN-m at the top and a moment at the bottom which is 90% of the moment at the top. Properties: Pu800 &N 13000 mm Section Modulus X 1200x10' mm' Area hinged rmin 94 mm My70kN.m K Fy 248 Mpa 200000 Mpa 115 Mpa 148 Mpa Es Fa 3.6m Fb hinged

A steel column 3.6m long is pin connected at the top and bottom and is a part of a frame subjected to buckling and sidesway. It carries an axial load of 800 kN and a moment of 70 kN-m at the top and a moment at the bottom which is 90% of the moment at the top. Properties: Pu800 &N 13000 mm Section Modulus X 1200x10' mm' Area hinged rmin 94 mm My70kN.m K Fy 248 Mpa 200000 Mpa 115 Mpa 148 Mpa Es Fa 3.6m Fb hinged

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

See similar textbooks

Similar questions

1) DETERMINE TENSILE BENDING THE CROSS-SECTION BELOW. SOKN 20KN/m 3m THE MAXimum STRESSES OF THE B 30 кн/т Gm COMPRESSIVE Ано THE BEAM BEAM GIVEN 150MM SHOWIN 30mm 180mm 30mm
The frame shown below is subjected to an applied Point Load of 27kN and a Uniformly Distributed Load of 3kN/m and is supported at A by a pinned connection and at B by a roller connection. Calculate the vertical support reaction at B. Give your answer in kN to 2dp. 3m 3m PL UDL 5m A
The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the deformation at wire BD. E 4 m +2m+2m -3 m O 0.417mm O 0.497mm O 0.329mm O 0.231mm
The bridge truss shown carries the following uniform live load and concentrated live load. А в с D E A F K G H S@8m LOAD W(LL) P(LL) 15 110 Calculate the following: 5. Maximum force on member BH
For the beams shown in Figures P4-21 ments and slopes, the forces in each element, and the reactions. -4 m ■Figure P4-21 2 KHE 4 kN/m 4 m determine the nodal displace- 3 E = 70 GPa 1 = 3 x 10-4 m²
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 m
A В C 12 kN For the frame and loading shown, determine the components of the forces acting on member DABC at B and D. 0.5 m D E F 6 kN 0.5 m H 0.6 m 0.4 m 0.2 m
The copper pipe has an outer diameter of 50mm and an inner diameter of 30mm, If it is fixed at A and three torques are applied to it as shown, solve the shear stress at section 2. A 200mm 250mm 300mm 30 N-m 20 N-m 80 N-m O 0.94MPA O 4.68MPA O 187MPA O 2.81MPA
The rigid beam is supported by three rods, each having a cross- sectional area of 850 mm?. Rods AB and CD are made of A E 2014-T6 aluminum, while rod EF is made of 304 stainless steel. 150 kN 80 kN All three rods were exactly 3.0 m long when they were installed 3 m al al st at a temperature of T = 10°C, before the loads were applied. B F (a) Determine the force in each rod after the loads are applied, assuming the temperature is still 10°C. - 2 m-- 2 m---2 m--2 m-| (b) If the temperature subsequently rises to T2 = 40°C while the loads are applied, determine the new force in each rod. Neglect the weight of the beam.
M E You have 2 Thank You Best Regare Ms. Nur Akr Figure Q3 shows a truss structure, which is pinned at A and roller supported at B. Horizontal load are applied to the truss as shown in the Figure. By using section method, solve the force in member AC, CD and DE in the figure shown (CO2, PO2, C3). 20KN 10KN 3.5m H →10kN 3.5m E 3.5m D H 15kN 10kN- 5kN G C A 5.0m 3.5m B 000 5kN 5kN Gmail M
The pin-connected structure occupies the position under no load. When the loads G A (unknown) and H (16 kips) are applied, the rigid bar EF becomes horizontal. Bar AB 0.75in? 2.25in? is made of aluminum alloy (E=10,600 ksi) and bar CD is made of red brass (E=15, 000 ksi). Determine the weight E and the axial stresses in the B D F 10,000 120 G 4" 4" 2" two bars. 16"
Aen = a0 © @2 Z Q23-7-2018p.. Q1: A railway ridge consisting of truss construction as shown in the Figure below, this truss is supported by A and B. The forces on joints il and V are i the uss result from a i crossing the railway bridge Determine the following: (a)the reactions forces in A and B (b)the forces of the truss members in joints (1.1, I and 1V) >