7-17 The wood beam has an allowable shear stress of Tallow 7 MPa. Determine the maximum shear force V that can be applied to the cross section. 50 mm 50 mm 50 mm 50 mm 100 mm- 200 mm
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- AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction at a point 4.1 m from the top. Use X- 4.8 m K 1 for both directions. X+Y Properties of W 12 x 65 A 12323 mm2 - 134.11 mm ry 76.71 mm Fy- 248 MPa Determine the allowable compressive strength (kN).A square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness, 12mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to te concrete base by 4-16mm diameter anchor bolts. The diameter of the pin is 16mm. Which of the following most nearly gives the shearing stress in the anchor bolts? Choices 150.00 MPa 59.68 MPa 51.69 MPa 119.37 MPaA traffic light signal pole is subjected to the weight of each traffic signal 45 lbs and the weight of the road lamp 55 lbs . The weight of lateral arms is included in the signal and lamp weights. The people is fixed and the base and is made of round structural steel section HSS 14.000 x 0.25. The details of the pole section may be obtained form the Manual of American society of steel Construction (AISC Steel Manual). Analyze the principle normal stresses and the maximum shear stresses on elements A and B located at the base in the pole as shown in the sketch below.
- 1. For the Pratt bridge truss and the loading shown below, determine the average normal stress in member BE, knowing that the cross-sectional area of that member is 60 in². NN K 12-12--12--12--| 50 lips 50 kips 50. ips Figure 1 G xfoneThe wooden members A and B are to be joined by plywood splice plates, that will be fully glued on the surfaces in contact. As part of the design of the joint and knowing that the clearance between the ends of the members is to be 1/4 in., determine the smallest allowable length L if the average shearing stress in the glue is not to exceed 120 psi. 5.8 kips L. in. 4 in. B 5.8 kips Zoom image 11.28 in O 10.97 in 12.33 inWhere is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as shown. 20 mm P KN PKN PKN Į Į -C B с D L/4 m L/4 m Midspan at point C Roller at E at the NA Section B at the top fiber Pin A at point C Midspan at point D Roller E at point D L/4 m L/4 m OE 20 mm 20 mm- 250 mm 150 mm 150 mm A
- Bearing P plate Let the allowable stresses in the post be ost=120MPaand oco=6MPA. Compute the maximum safe axial load P that may be applied. The moduli of elasticity are 200 GPafor steel and 14 GPafor a concrete. Each steel bar has cross-sectional area of 900mm2. Steel - Concrete - 300 mm 300 mm1. [-/5 Points] DETAILS GGMECHMAT9SI 5.8.004. MY NOTES ASK YOUR TEACHER PRACTICE ANOTHER A simply supported wood beam with overhang is subjected to uniformly distributed load q. [11 1m- 250 mm Ⓡ ¹200 mm' The beam has a rectangular cross section with width b = 200 mm and height h = 250 mm. Determine the maximum permissible value q if the allowable bending stress is all = 11.6 MPa, and the allowable shear stress is Tall = 1.85 MPa. (Enter the magnitude in kN/m.)4) The beam shown is under simple tension and has a circular section. What are the normal stresses at the four points (a, b, c and d) of the section shown? F Área transversal-A #F
- Determine the shear Load that act on the fillet weld that joining two plates together if the working stress is 11300 Ib/in? ThroatIdentify the maximum load intensity w0 that can be applied if the weld can resist a maximum shearing stress τallow of 90 MPa. Given that the centroid ?̅ of the beam is located at 110.485 mm from the base of the beam.AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P= 23 kips, w= 6.0 kips/ft, LaB = 5.8 ft, Lgc = 5.8 ft, and Lco = 15.8 ft. Determine the magnitude of the maximum bending stress in the beam. B Ic LAB I Lnc LCD Answer: Omax = ksi