1.) According to the requirements of the International Building Code (IBC) as well as the values...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
1.) According to the requirements of the International Building Code (IBC) as well as the values requires by ASCE/SEI 7-10, the following equations conform to their requirements for the use of load factors. (a) U 1.4 D (b) U- 1.2 D1.6 L+0.5 (Lor S r ..ACI Equation 5.3.1b (c) U-1.2 D + 1.6L (L, or S or R) + (L or 0.5W) ACI Equation 5.3.1c (d) U- 1.2 D+1.0 W+L+0.5 (Lt 1 or Si or R)ACI Equation 5.3.1d (e) U...
A floor beam supports the following loads. Determine the load diagrams for the various (7) loac combinations DL= 1.15k/ft LL- 1.85 k/ft (horizontal) = 15k Eh-20 k Ev=.3k/ft CE Load Combinations Factored Loads from ASCE 7one in terms of pla (Strength Design Method) Ldesign 1.4D Ldesign 1.2D +1.6 L + 0.5 (Lroof or Snow) Ldesign 1.2D +1.6 (Lroof or Snow) + (.5L or .8 Wind) Ldesign = 1.2D + 1.6 Wind +0.5 L+ 1 2. 3. .5(Lroof or Snow) 4....
Please answer question 3 parts a,b,c thank you Reinforced Concrete HW 3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal wind force (H). H=...
Please answer question 4 thank you. Results from problem 3 are shown above Reinforced Concrete 3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (qo) applied on the beam – must add beam self-weight (concrete) to this value. b) Uniform live load (q) applied on the beam. c) Horizontal...
3. (40 pts) Analyze the following statically determinate frame by hand and clearly draw the shear force, axial force, and bending moment diagrams indicating relevant (maximum and minimum) values for each of the following load cases: a) Uniform dead load (q) applied on the beam must add beam self-weight (concrete) to this value b) Uniform live load (qu) applied on the beam. c) Horizontal wind force (H H=12kip 12 x 20 gp-1.4 kip/ft -2.0 kip/ft 14 ft 12" x 12...
General Information (Problems 2–4) The envelope of a four-story steel building (risk category II) is shown below. Resistance to lateral loads (wind and earthquake) in the direction shown is provided by a steel braced frame on the interior of the building. The gravity load system, floor and roof diaphragms, and the lateral load system for the orthogonal direction are omitted from the figure. GRAVITY BF Roof 15 ft - - - - - - 15 ft WIND 3 15 ft...