please ask if any doubt
Please rate by thumbs up
The internal loadings at a section of the beam consist of a normal internal load of...
X The internal loadings at a section of the beam consist of a normal internal load of 107.7 kip, an internal shear force of 165.8 kip, an internal bending moment about the horizontal axis of 25 lb-in, and an internal bending moment about the vertical axis of 35.7 Ibin. If L = 10.1 in, what is the total normal stress (in ksi) at point B? Note: Your answer should include requested units and be to 3 decimal places. B M2...
Question 7 O out of 12.5 points x The internal loadings at a section of the beam consist of a normal internal load of 85.8 kip, an internal shear force of 154.7 kip, an internal bending moment about the horizontal axis of 36 lb-in, and an internal bending moment about the vertical axis of 41.8 lbin. If L = 7.6 in, what is the total normal stress (in ksi) at point A? Note: Your answer should include requested units and...
Question 7 11.875 out of 12.5 points The internal loadings at a section of the beam consist of a normal internal load of 107.9 kip, an internal shear force of 159.3 kip, an internal bending moment about the horizontal axis of 26.2 lb-in, and an internal bending moment about the vertical axis of 36.9 lbin. If L = 11.8 in, what is the total normal stress (in ksi) at point A? Note: Your answer should include requested units and be...
Question 8 O out of 12.5 points The internal loadings at a section of the beam consist of a normal internal load of 98.5 kip, an internal shear force of 173.5 kip, an internal bending moment about the horizontal axis of 37.7 lb-in, and an internal bending moment about the vertical axis of 31.8 Ibin. If L = 11.6 in, what is the total shear stress (in ksi) at point C? Note: Your answer should include requested units and be...
Question 8 O out of 12.5 p The internal loadings at a section of the beam consist of a normal internal load of 91.2 kip, an internal shear force of 176.8 kip, an internal bending moment about the horizontal axis of 39.3 lb-in, and an internal bending moment about the vertical axis of 38.1 Ibin. If L = 11 in, what is the total shear stress (in ksi) at point B? Note: Your answer should include requested units and be...
Question 6 O out of 12.5 points The bar has a diameter of 1.8 in. If it is subjected to the loadings shown (P = 299 kip, T = 36.9 kip-ft, L1 = 1.38 ft, and L2 = 1.09 ft, determine the shear stress (in ksi) at point B. Note: Your answer should include requested units and be to 3 decimal places. у 30° P Selected Answer: 3 [None Given] Correct Answer: 386.688 + 2% (ksi) Question 7 O out...
For the beam cross-section shown below and for an internal shear force Va150 kips and internal bending moment M 1,400 kip-in: opiem 3 3.1) Calculate the moment of inertia of the beam about the x-axis. 3.2) Calculate the maximum bending st 10 Points ress in the section. Indicate on the section where the maximum stress occurs. Points 3.3) Calculate the average shear stress over the cross-section
If the beam is subjected to an internal bending moment of 36.8 kip-ft, determine the normal stress (in ksi) due to bending developed at point B on the cross-section. Note: Your answer should be in requested units and be to 2 decimal places. 12" M 1.5" 1.5" C B 6" 6
P8.012 The cross-sectional dimensions of a beam are shown. The internal bending moment about the z centroidal axis is M-+3.96 kip-ft. Assume b-7.625 in., d-6.5 in. and t-0.25 in. Determine: (a) the maximum tension bending stress ?T in the beam. (b) the maximum compression bending stress ? c in the beam. ksi ksi.
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....