5. A steel tape is 150 m. long at a standard pull of 65 N. Compute the pull correction in mm if during measurement the applied pull is 42 N. The tape has a cross sectional area of 3.18 mm² and a modulus of elasticity E = 200,000 MPa. A. -5.772 C. -4.321 B. -5.425 D. -5.936 6. The volume of a closed cylinder is numerically equal to its lateral area. The height is 18 m. Find the volume in m³. A. 198.7 C. 321.4 B. 257.8 D. 226.2 7. The offset distance from PC to PT of a simple curve is 24 m. The angle of intersection of the tangents is 19.5°. If the stationing of PT is 12 + 365.24, what is the stationing of PI? A. 12+295.47 SEO C. 12+293.34 B. 12+296.32 10 D. 12 + 294.73 C

5. A steel tape is 150 m. long at a standard pull of 65 N. Compute the pull correction in mm if during measurement the applied pull is 42 N. The tape has a cross sectional area of 3.18 mm² and a modulus of elasticity E = 200,000 MPa. A. -5.772 C. -4.321 B. -5.425 D. -5.936 6. The volume of a closed cylinder is numerically equal to its lateral area. The height is 18 m. Find the volume in m³. A. 198.7 C. 321.4 B. 257.8 D. 226.2 7. The offset distance from PC to PT of a simple curve is 24 m. The angle of intersection of the tangents is 19.5°. If the stationing of PT is 12 + 365.24, what is the stationing of PI? A. 12+295.47 SEO C. 12+293.34 B. 12+296.32 10 D. 12 + 294.73 C

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

Using ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️
Determine thy vertical displacement (mm) of joint B. Support A is roller and support D is hinge. A=2500 mm2 E=200 GPa
A downward load of Q = 33 kN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P = 27 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 69 GPa and a cross-sectional area of A1 = A2 = 145 mm2. Assume that a = 390 mm, b = 220 mm, c = 630 mm, and d = 490 mm. Determine the vertical displacement of joint E. Draw a free body diagram of rigid bar ABD, and determine the magnitude of the vertical reaction force at pin D.Answer:D = kN
Determine the force P required to force the 11° wedge under the 93-kg uniform crate which rests against the small stop at A. The coefficient of friction for all surfaces is 0.46.
Calculate the value of the deflection at point B due to concentrated load P in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
Calculate the horizontal displacement of point B. EI is constant for all members (p=50kN , W=90KN/m , h=7m , b=5 m) I need a solution within 40 min
Based on the following figure if the value of F is equal to 2541 N and the angle α is equal to 26.3°. Determine the minimum mass of the block A (in kg) so that it does not slide to the right product of the force F, if it is known that the static coefficient of friction is 0.25 and the dynamic is 0.2.
5 decimal placesss 1. A bar of 16-mm in diameter is only allowed to decrease at a maximum of 4.84% of its total length. What is the maximum force (Newtons) that can be applied? Consider the shear modulus = 630 MPa, and the Poisson's ratio as 0.36.
Questions b and c. The pressure from part a is 0.86832 Mpa
Assume g=10 m/s2
4. An aerial copper wire (E =1x 10 5 N/mm ^2) 40 m long has cross sectional area of80 mm2 and weighs 0.6 N per meter run. If the wire is suspended vertically, calculatethe maximum weight which this wire can support at its lower end if the limiting valueof stress is 65 N/mm 2.a. 4627 Nb. 4281 NC. 4519 Nd. 5188 N
Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 70KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the deflection at midspan? Express your answer in "mm" in 2 decimal places. Include (-) negative sign if deflection is downward.