Find ds (distance) that the tension stress at the bottom of the beam is 100 psi....
03. (25%) Stress and deflection, of simply supported beam 6.08 inches from the bottom flange edge y supported beam consists of a steel shape shown below where the neutral axis is located 2 in. 10 in. 14 in 2 in. 2 in. 1Y Determine the FBD and reactions. The left support is a pin and the right supports a roller. b) Determine the maximum bending moment and it's location (intuition if explained is ok) c) Determine the moment of inertia,...
Ix=722in^4 d=14in Determine the maximum stress at the top and the bottom of the W14x68 beam below. 25 kips 25 kips B - 10 ft 4 ft 4 ft
Chapter 15, Supplemental Question 121 The simply supported beam supports a uniformly distributed load of w-300 lb/ft between supports A and B and a concentrated load of P = 2165 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are b 12 in., t2.50 in.,d-11 in., and tw-2.50 in. Using L-14 ft and xK3 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance...
-2 ft, L e beam if ONLY t mited to 18000 psi. with simple supports at A and B and carries loads as shown, w 200 lb/ft, P 500 Ibs. the stress caused by bending moment is considered, its maximum allowed tensile stress is - 10 ft. The beam has the shape of standard schedule 40 steel pipe. Specify suitable diameter for
bh 6.0 kips 1 12 1. Determine the shear stress at point H on the cross-section. A. 35.3 psi 3 in. B. 40.0 psi x H C. 26.7 psi D. 32.0 psi E. None of the above 7 ft 7 ft 15 in. 3.00 kips 3.00 kips 3.00 3.00 6 in. V Units: kips -3.00 21.00 -3.00 2. Determine the maximum normal stress at the bottom of the beam. A. 1.82 ksi B. 1.12 ksi C. 1.44 ksi D. 1.02...
5. For the beam and properties shown: Ec 4,030 ksi f=6ksi fy=60 ksi h-12" fr=530 psi E,-29,000 ksi 4-# 11 y = 150 pcf 2.5" b-18" Find: .Cracking moment based on gross section properties (10 pts) a b. Service moment corresponding to 0.45 fe, 0.4f, (10 pts) Nominal Flexural Strength (use Whitney Stress block) (10 pts) c. d. Does this beam satisfy ACI 9.6.1? (10 pts) e. If B 0.75, is the beam closest to a tension controlled or compression...
Using the forces given, find Fhg. Positive values of truss member forces are TENSION and negative are compression for the final answer. 3 kips 3 kips 3 kips 3 kips 3 kips = 1000 lbf 3 ft 3 ft 3 ft 3 ft 3 ft 3 ft A B с D VE F G 4 ft Ay = 17.5 G = 7.5 kips kips L K J - H Joint H Joint C 3 kips FeH=5.625kips FFH=3 kips FHG =...
This is a nice design-style problem. Max shear will be 5 kips and max M 32.5 k-ft (plot V and M to show this). Centroid is 8.700 inches up from base, l-162.51in4, max bending stress (at bottom of section, in tension) is 20.9 ksi, and max shear (at centroid) is 1.164 ksi. 19. The simply supported tee beam in orts a uniformly distributed downward itt over its central 10 ft. Its cross-sectional d Prob 6.10-19. ofw I kip/ft it kip/...
Find: The loading (W ) for floor beam B1 is_____ kips/ft. The loading (W ) for floor beam B2 is_____ kips/ft. The loading (P ) for girder G1 is______ kips. The loading (W ) for girder G2 is_____ kips. The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard 6@ 6.67'=40. C4 A-I B2 G1 B3 2@10. = 20. B4 C2 G3...
Homework Problem H 7.E Consider the truss shown below with the loading on joints D, K, S and U. Given: Find: For this problem: a) Determine the external reactions acting on the truss at supports A and H b) Identify all zero-force members in the truss. c) Determine the load carried by members BC, CJ and MN. Identify each member as either being in tension, in compression or carrying zero load. For this problem, use the following parameters: h 30...