Determine the equation of slope and deflection of point B in the figure shown. Use Macaulay’s Bracket Function.
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Q: Determine the slope and deflection at point B of the beam shown by the direct integration method.
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Determine the equation of slope and deflection of point B in the figure shown. Use Macaulay’s Bracket Function.
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- H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LLV125 cos- – j sin 11 11 Simplify cos + j sin 11 Cos 11130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A 4.8 Member AB is the beam under consideration. As shown in the illustration of the loading condition, member AB is a single overhanging beam. Beam AB supports a 500-lb/ft uni- formly distributed floor load on the beam overhang only. Overneia 4 Fr Stee ream (reactions) R. Free-body diagram (negligible weight) Loading condition
- Why the number of hinges=17 in this case? A XI B-C O-P XII VII D-E VIII IX X М-N VI III F 1 IV V L 2 I G H-J к п W = 3m – (3g+2h+b)=3×12-(3×0+2×17+1×2)=0 m = 12 – No. of rigid bodies; ~I - g = 0- No. of rigid joints; ~a h=17 – No. of hinges; ~A b=2- No. of links. ~14.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works for the three sections below. Example Function name: OICSEC_A() • OICSec_() Etc. 을 + 12 BIP - bhs V, 12(BII-bh) BII -- bha 6/1 - 8O 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
- Evaluate the following limit :(台) Lim x-2 X-2 ON4XStructural Analysis: Solve the F4-51- For the beam shown in the figure below: aReplace the loading system with an equivalent resultant force and couple moment at point A. b) Replace the loading system with an equivalent resultant force and couple moment at point B. 650 N 30° 1500 Nm TH 300 N -3 m- -5 m- 500 N 60 -2 m