for the second question need just zD
Complexity: 3 Variant: 1 Given: q = 10 kN/m: P = 20 kN; M = 10 kNm; E = 2 × 1011 Pa; ]- 160 MPa. a-2m Goal: 1) calculate dimensions of the cross-section choosing the one of following: a) diameter of the round solid, b) dimensions of the rectangle (h/b-2); 2) calculate vertical and horizontal displacements and the slopes in the following points: 2 郎- C-? 2
Complexity: 3 Variant: 1 Given:...
Consider a rectangular beam subjected to bending 15 kN 10 kN/m 20 kNm IITTI 0.15 m SIA 0.4 m 2m- Im- 1m 2m- Beam's cross-section a. (10 pts) Determine internal reaction (shear and bending moment) at point located 0.6 m to the left of B. b. (30 pts) Determine normal stress at that point A. Identify whether stress is tensile or compressive c. (30 pts) Determine shear stress at that point A. Identify whether stress is tensile or compressive. d....
elpSave & Exit Su Consider the given beam and loading. 32 kN 40 kN 16 kN 1.5 m0.2 nm 0.6 m 0.9 m Draw the shear and bending-moment diagrams for the beam and loading shown. (You must provide an answer before moving on to the next part.)
15 KN 3 kNm ITB A 2 m am E=100GPa, I=1 x 10^-5 m^4 Calculate Magnitude and direction of all of the reactions at points A and B Calculate direction and magnitude of the rotation at B.
A shaft 1.8 m long and 125 mm in diameter has a torque of 20 kNm and a deflection angle of 1 degree. Calculate: The modulus of rigidity in GPa. The stress in the shaft in kPa. The work done, in Joules, to rotate the shaft.
Consider the given beam and loading where P 31 kN/m. 40 kN 40 kN 0.6 m LS m 0.6 m References eBook & Resources Section Break Difficulty: Easy alue 10.00 points From the figures given below, identify the correct bending-moment diagram and determine the maximum absolute value of the bending moment. (Round the final answer to two decimal places.) A : Figure 1 Figure Figure 3 Figure 4 The correct bending-moment diagram is Figure (Click to select) The maximum absolute...
(2)A system of three forces and a couple act on a square plate ADEC as shown. 12 kN 20 kNm F 6 kN Evaluate the statically equivalent system of forces F, F2 and F3 which act along the sides of the equilateral triangle ABC ( These forces are not proportional to the sides of the triangle.) 650 10 kN reaceses F F. 2 m F2 18.4 kN F1 22.48 k N F2 16.78 kN and F 3 20.7 kN F1...
L1(m)=1.5. L2(m)=1.5. w(kN/m)=3.
P(kN)=10. M(kNm)= 8. B(mm)= 12. D(mm)=18
Q 4. Draw SFD and BMD for the beam given below and determine the absolute maximum bending stress in the beam if it has a rectangular cross-section of width (B) and depth (D). [7 marks) w kN/m PKN M kNm A B E 4 22 L1 L2 L2
Exercise 7.3 = 391-qa + P V: KN 77v=jqL+P (6) -3m * 3m 3m M: kNm L-9m (a) M=bglx-žque +Px M=3968-1 quo + Pa (c)
find the support reactions for the beam shown.
500 kNm 40 kN/m — ъ в 6 m с D гоо >|2m|2m> 1 Q5.