Hw-4

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identify all zero force members.   Please in last step write down all the ansers

O 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

beam x from c-d

Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.

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Mechanics

sketch the NFD, SFD, BMD, and deformed shape

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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 free

round off final answer to 4 decimal places

Q3 STEEL

ZAO O "l zain IQ docs.google.com/forms O 0/10 find the tensile stress in upper plate in section 1-1 5 1 4 80 kN 80 kN Q B-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 30 MРа 33 МРа 35 MPа 37 MPa no one 10/10 find the tensile stress in upper plate in section 3-3 +

The 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 ?

Please refer to Double RC beam and we based on NSCP 2015 (current reference in the design of RC struct) Thank you.. Need this rush atleast 45 mins thank you so much hope you help me.

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3-5 with clear explantion

compute Compute the Euler's Buckling load andGoverning Nominal Compressive strength based on AISC E3-2 or E3-3 (kips)

Z1

Estimate for the concrete, formworks, reinforcement requirement of Beam GG-36. Length of Beam 1 = 8200mm Length of Beam 2 = 8200mm Size of Column = 800mm x 800mm GG-36 IGG-36 GG-131 009*00t GB-4 009*00+ GG-1