Answered: registration number plus 50. (Note:…

registration number plus 50. (Note: Perform the detail steps and calculations required for Angular speed and Theoretical force)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The truss is made from A992 steel rods each having a diameter of 0.9 in .(Figure 1) Part A Determine the vertical displacement of joint C. Express your answer to three significant figures and include the appropriate units. ? (Ac)vert = Value Units Figure Submit Request Answer < Return to Assignment Provide Feedback C 60° 60° 12 kip 6 ft B
In (Figure 1), a = 33 mm. Figure 50 mm) 150 mm 150 mm 300 mm 1 of 1 Locate the centroidy of the beam's cross-sectional area Express your answer to three significant figures and include the appropriate units. ys Value Submit Provide Feedback Request Answr Units ? Next >
Which of the following best gives the plastic moment capacity of the W410x68, Fy = 345 MPa? bf tf Ix(10^6) Sx(10^3) mm^3 SECT. A tw rx mm^2 mm mm mm mm mm^4 mm W460x68 8730 459 9.1 154 15.5 297 1290 184 ly(10^6) Sy(10^3) ry Zx(10^3) Zy(10^3) J(10^3) Cw(10A9) mm^4 mm^3 mm mm^3 mm^3 mm^4 mm^6 9.41 122 32.8 1490 192 509 463 O 22 KN.m O 66 KN.m O 514 KN.m O 445 KN.m
Q6:- When a metallic rod is subjected to a tension force of 35kN, its length increases by 9.88 *10-4m. What is the change in length of this rod if the tension force is lowered by AL 30% of its original value? 198,7 400m A O- ALAE PL 35kN D= 30cm DV 35KN Tr T AL=80,44
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee A bearing plate is used to support a W 21 x 68 beam having a spam of 6m which carries a uniformly distributed loads as follows:DL including its own weight: 60 kN/mProperties of W21x68 d=537mmbf=210mmtf=17.40mmtw=10.92mmk =36.51 mmE= 200GPafo' = 24.2 MPa;Fy = 345 for Beam Fy = 248 for PlateLength of bearing plate is 150 mmUse LRFD Questions 1. Determine the safe uniform LL it could support to prevent web yielding.2. Determine the safe uniform LL it could support to prevent web crippling.3. Determine the safe uniform LL it could support due to the flexural strength of the bearing plate 150mmx250mmx30mm.
Task 1 The engineering department has developed the following equation for the bending moment of a beam and you have asked to investigate its behaviour M(x)=x²-3x²-4 The Beam is 4m long and the design team suspect the is problem if the bending moment is zero in the range between 3-4m and you have been asked to a) Plot the bending moment at 0.5m interval for the range 0≤x≤4m 0≤x≤4 and determine if the bending moment is zero in range 3m ≤ x ≤ 4m b) Use the graph to estimate where the bending moment is zero c) Use the bisection method to numerically estimate the exact location where the bending moment is zero d) Newton-Raphson method to obtain the required location e) Compare the results of the above method to determine which gives a best solution
The rigid AB beam shown in the figure is supported by elastic rods 1 and 2 at points A and B. Calculate the stresses that will occur in bars 1 and 2. (E-200 GPa and A=5 cm^2) E 464 4m 3 kN/m 6m Doo 10 EA 1 77777 D | rijit 5m 7m 2EA B₁
The 90 Ib force of Figure is the resultant of three coplanar forces and a couple Determine the force not shown and locate it with respect to point A. مره الله 60% 3' 40% 90⁰ A 120 3' VA H X 2₁ 3'
Q3: Figure (3) shows a punching machine of plate (thickness 2 mm).Punching operation is applying many times to make thousands holes (d-4 mm) through cam (2) which attaches with the ram (1) from two sides and moves it up and lowering down by action of weight (1000N). Assume the ram (1) is circular cross section. Requirement: Select the correct answer of following: 1. The ram (1) subjected to static bending stress at section (X-X): 1800ND Flgure (3) X- B. 100 mm A: True B: False 2. The ram (1) subjected to reversed load at section (Y-Y): B. False 3. The diameter of ram (1) at section (X-X) is (44603 mm): B: False 1- A: True A: True 4. The diameter of ram (1) al section (Y-Y) is (9.694 mm): B: False A: True For ram (1) and pin (b): S,-160 MPa S,-210MPA S-100MPA 5. The torque required to rotate cam (2) is (10000 N.mm): A: True B: False 6. The plate material can be punched by this mechanism has (S,-39.788 MPa): N= 2.5 A: True 7. The diameter of pin (b) on the ram (1) is (6.307 mm): B: False…
Determine the force P needed to lift the load. Also, determine the proper placement az of the hook for equilibrium. Neglect the weight of the beam. Take that P -87 kN (Figure 1) Figure 100 mm 100mm 100 mm 1 of 1 > Part B Determine the proper placement of the hook for equilibrium Express your answer to three significant figures and include the appropriate units. Value Submit HÅ Provide Feedback Request Answer Units M
1-77 For the beam shown in Fig. P1-77, determine a. The reactions at supports A and B. b. The internal forces on a transverse cross section 10 ft to the right of support A.
What is the section modulus of a tube with a diameter of 100mm measured from the outside and has a thickness of 20mm. Use whole number in mm^4. *