For the following two-way floor system, draw the loading diagram for the floor beam BE including...
Loading Diagram (15 Points) blem 4: e structural steel floor system shown is to support a live load of 100 psf, and dead d of 50 psf. Sketch the loading diagram for Girder G. Determine the Girder reactions? s-e GI Gader GiI Typical inurioe bay
Find: The loading (W ) for floor beam B1 is_____ kips/ft. The loading (W ) for floor beam B2 is_____ kips/ft. The loading (P ) for girder G1 is______ kips. The loading (W ) for girder G2 is_____ kips. The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard 6@ 6.67'=40. C4 A-I B2 G1 B3 2@10. = 20. B4 C2 G3...
find : 1) Loading (W) for floor beam B1 in Kips/ft 2) Loading (W) for floor beam B2 in Kips/ft 3) Loading (P) for Grider G1 in Kips 4) Loading (W) for Grider G2 in Kips The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard. .9 6 @ 6.67' 40 C4 GI B3 1182 1182 2 @ 10 20 B4 C2...
2) The beam shown below is part of a floor system and must support a 4-in reinforced concrete slab, terrazzo flooring (1-in), and a channel suspended ceiling system with acoustical fiber tiles. The beam has a tributary width of 6 ft and must also support an 80 psf construction live load. 27"-0" a) Draw the total load diagram b) find the reactions at the supports A and B c) Draw the shear and moment diagrams d) If during construction an...
System Description The system consists of a beam with (see figure 1) Two simple supports A distributed load and a concentrated load An inverted "U" shaped cross section (see figure 2); moment of inertia 9 in 200 lbf/in、 650 Ibf 10° 30 21" 40 Figure 1-system to be analyzed L4.5 1.72.25" NA 5.75 3.5 1.75" 1.5 Figure 2-cross section to be used Questions-Given that the applied loads and dimensions do the following 25 points 1. Determine and draw a shear...
For the beam and loading shown draw a shear and moment diagram then determine the minimum required width b, knowing that for the grade of timber used, the maximum allowable normal stress is 12 MPa and the maximum allowable shear stress is 822 kPa. The dimensions are the following: a = 148 mm, LAB = 0.9 m, LBC = 1.1 m, LCE = 1.1 m, LED = 0.5 m, and the loading is PB = 2.3 kN, PC = 4.7...
4. Use the Beam Loading Diagrams. Draw the Shear Diagram and Bending Moment Diagram. Indicate the factored Reactions, the maximum Mf (kNm) and the maximum Vf (kN) wf-15kN/m 10m Rf= Rf- /2 Vf 13 Shear Diagram (kN) Mf 13 Bending Moment Diagram (kNm)
For the beam and loading shown, (a) draw thr shear and bending-moment diagram, (b) determine the maximum absolute value of the bending moment. Fig. P7.31
Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum value (including the sign) (a) of the shear, and (b) of the bending moment.
structural calculations For the following loading diagram, determine the most economical size based upon the loading diagram. Apply the bending coerricitent and then determine the required sized based upon the effective moment. Loads are unfactored and the beam weight is included in the unit weights. LL = 50 K LL = 1 K/Ft 10'-0" 10-0" 15'-0 blem 3 Required Beam Size before applying bending coefficient: Mc MMAx Cb- Required Beam Size after applying bending coefficient 5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY...