in Baguio. The structure shall be a reinforced concrete building (no shear walls). The weight per floor (including 1st floor) is estimated to be 1800 KN. The roof deck weighs 1700 KN. Solve for the Base Shear, V, for the condition above using the following formulas:

solve for the wind load on the right side

solve the wind load on the left side

A floor sheathing is supported by 100 mm x 250 mm wooden joists spaced at 600 mm on centers with an effective span of 4.00 meters. The total floor load transmitted to the joist is 6.00 kPa. Using the weight of Joist as 6.50 KN/m³. and the modulus of elasticity E = 12000 MPa. Compute the actual bending stress, shear stress and deflection of the floor joist. Floor Sheathing Floor Joist Joist

2.15 Compare the following three roof structures. All three have the same span length and the same total roof load. Calculate the maximum bending moment at the main (bottom) beam. The beam has a rectangular cross-section measuring 8-inch wide by 12-inch deep. Determine the maximum bending stress for all three cases for this beam. Calculate the Section Modulus of the beam, S: Calculate the maximum bend stress for Case 1: Simple supported beam with uniformly distributed load Uniformly distributed total load = 2400 lbs 24 ft

Rectangular reinforced concrete beam section b = 40 cm, h = 60 cm, d = 53 cm, material strength fy = 4200 = 4200 kgf / cm^2, fc ' = 280 kgf/cm^2, beam section configuration #4 For closed stirrups @15 cm, the net cover is 4 cm, and the beam section is subjected to a torque of Tu = Tcr. Q: What is the ultimate shear load value Vu that the beam section can bear. Among them, Tcr is the cracking torque of the beam section, #4 steel bar (db=1.27 cm, Ab=1.267 cm^2).

The steel beam has the cross section shown. The beam length is L = 7.5 m, and the cross-sectional dimensions are d = 385 mm, b = 190 mm, t+= 12 mm, and tw = 10 mm. Calculate the largest intensity of distributed load wo that can be supported by this beam if the allowable bending stress is 155 MPa. Wo -1/2 Answer: Wo= B sla -1/12 kN/m

The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored liveload in Kilo Pascals? Express your answer in 2 decimal places

The steel beam has the cross section shown. The beam length is L = 7.3 m, and the cross-sectional dimensions are d = 300 mm, bf = 180 mm, tf = 13 mm, and tw = 7 mm. Calculate the largest intensity of distributed load w0 that can be supported by this beam if the allowable bending stress is 250 MPa.