1m 2m H B 10 kN 4 - 2m panels = 8m с 25 kN F ID 15 kN
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Determine the forces for members GF, GD, and CD using Method of Section. Indicate if (T) or (C).
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- Question 5 What area of steel is provided (per ft width) for No 6 @ 9"o.c.? O 0.66 in² O 0.88 in² O 0.59 in² O 2.00 in²The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ?Determine the nominal axial compressive strength of the members shown in the following figure.
- sted ingid 250MM B k steel bar bolt AUR rigid bar 12 mm thick 8 mm Brass 350mm Jointd 16 mene thick 350mm JointB 250 mm Xg = 20x10% Eg = 90 G Pa -6 A, = 12x10/0 Es = 200 G Pa thickness> 16 mm 8 mm bolt %3D 12 mmi thick shear strength f bolf bearing streng th of holt= 100 la 50 MPa %3D Assume no failure will take place in steel or brass. Temperature chauge brass steel on Temperature change on Determine thai can be applied to system - the max3 10" 2" EI 4" -2" 2" 12" UT 8' A992 steel. &Mp= ?Determine the moment of inertia of the composite area shown beow about the centroidal y- axis and its Ky 5in 1 in 2in -3in 3in Text X
- 3) For the concrete beams shown, draw the approximate deflection shape and draw the locations of the reinforcing bars (top or bottom) for the following beams Fixed Pin & b & b сб $ के के bbbbbb کن के Fin roller fixed b dd freedocs.google.com/forms/d/e/1FAlpQLSeFBz2FIWt2UFcalwXNpXsvWOZ8WZBIxcUHPJkK6-Zc Yes No O * The area of a steel bar with dimeter of 16 mm is 0.3115 square inch 0.175 square inch 200.96 square mm 113.04 square mm * Steel bars are made with different dimeters such as 6 mm 12 mmO 88 130% v - + I Annotate T| Edit Trial expired Unlock Full Version ENGR 263 + A A A T O 4.10 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is an overhanging beam that supports a uniformly distributed roof load of 500 lb/ft. It also carries concentrated loads from a rooftop HVAC unit (4000 lb), an interior hanging display support (2000 lb), and a marquee sign (3000 lb). Marquee overnang Displau SLIPPort II Raof Kiots Ol I W = 500 Ib/Ft A B 4000 b 2000 000 I Steel beam !! I1 3 FE 5 FE - Ft RoOFtop HVAC unit 10 FE 4 Ft Marquee sign< R R2 Steel beam (negligible weight) Free-body diagram Dispiay Support Loading condition