7.5 ft A P B D F H C E G I P P 6 panels @ 6 ft = 36 ft- K L P
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- wL+ Smax 8EIO 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(2) PoL=280* 16' 34' PLL= 200k 18' Please select the ligutest W 12 A992 steel.
- 6 CE122 Anser plsssPLEASE WITH FBD. THANK YOUThe 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 ?
- 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 LL3) 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 freeA plane truss has a downward applied load P at joint 2 and another load P applied leftward at joint 5. The force in member 5-6 is: 6. 7. L.
- dx csch x (5 + 3 cosh x)LA WHAT IS THE MINZMUM THICK NESS FOR A SIMPLY 251 SUPPORTED SLAB /THE VZEW DIMEN STNS SHOWN 20 VZEW I 4B DESIGN THZ SIAB W/ THE M ZNZMUM THICKNESS. ACCOUNT FOR THJI SELF WIEIGHT 1 A LIVE LDAD of 50 PSF, USE Fé =4 KsI Fr = 60KSZ boksz VIEW 2 1 INTERNAL EXPOSURE. DRAW Yove CRoss SECTION w/ DIMENSIONS,130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version ENGR 263 A A A EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4. I through 4.11. These free-body diagrams constitute exercises that will be used here and again in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On cach sheet of engineering paper containing the tree-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show…