2) The cantilever beam shown has a stepped square cross-section and it is made of steel (E= 210 GPa, G=75 GPa) The cross sectional area and area moment of inertia of the beam 1 are A1= 2.2*103 mm2 and I1= 4*105 mm4 and cross sectional area and area moment of inertia of the beam 2 are A2= 3.1*103 mm2 and I1= 8*105 mm4, respectively. Find the deflection at point A by using Castigliano’s theorem.
Şekildeki ankastre kiriş çelik malzemeden yapılmış olup iki kademeli kare kesite sahiptir. Kirişlerden biri A1= 2.2*103 mm2 ve I1= 4*105 mm4 diğeri ise A2= 3.1*103 mm2 ve I1= 8*105 mm4 kesit alanı ve alan atalet momentlerine sahiptir. A noktasındaki sehimi Castigliano teoremi kullanarak belirleyiniz.
We need at least 10 more requests to produce the answer.
0 / 10 have requested this problem solution
The more requests, the faster the answer.
In order to reinforce the steel beam, an oak board is placed between its flanges as shown in Fig. 6-41a. If the allowable normal stress for the steel is (Onllow)st-168 MPa, and for the wood (Onllow)W-21 MPa determine the maximum bending moment the beam can support, with and without the wood reinforcement. Est-200 GPa, Ew-12 GPa. The moment of inertia of the steel beam is Iz-7.93 × 106 mm4 and its cross-sectional area is A 5493.75 mm2. 100 m 5...
Chapter 5, Problem 35P Bookmark Show all steps ON Problem The pin-connected structure shown in Figure P5.35/36 consists of a rigid beam ABCD and two supporting bars. Bar (1) is a bronze alloy [E105 GPa] with a cross-sectional area of A1 290 mm2. Bar (2) is an aluminum alloy [E70 GPa] with a cross-sectional area of A2 650 mm2. If a load of P 30 kN is applied at B, determine (a) the normal stresses in both bars (1) and...
20 KN 3 kN/m 3 2 KN- y, 2 kN-m 12.5 mm 200 mm? Z B 150 mm 121.43 mm 1.5 m 1.5 m 2.2 m 12.5 mm Part [1] (a.) Construct shear and bending moment diagrams. Show all work. Label completely. (b.) Determine the maximum value of the transverse shear force (in magnitude) and where it occurs. 'Box' answers. (c.) Determine the maximum values of the bending moment (both positive and negative) and where each occurs. 'Box' answers. Part...
Part A - Support Reactions and Internal Loading Learning Goal: To use the superposition principle to find the state stress on a bear under multiple loadings. The beam shown below is subjected to a horizontal force P via the rope wound around the pulley. The state of stress at point A is to be determined Determine the support reactions, and C, and the intemal normal force, shear force, and moment on the cross-section containing point A. Express your answers, separated...
Have I done part f) and g) correctly? PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...
'BACK STANDARD VTEW PRİNTER VERSİON P9.029 G0 Multipart Part 1 The cantilever beam shown is subjected to a concentrated load of P- 125 kN. The cross-sectional dimensions of the t ectangular tube shape are shewn, where b- 150 mm, d 250 mm -8 mm, and 60 mm. Determine (a) the stear stress at point K, located d- b) the maximum horizontal shear stress in the rectangular tube shape. which s loceted d - 60 mm below the cent of the...