ANSWER:
GIVEN DATA
b= 5.123
d= 28.5
SPAN= 32 FT
LOAD COMBINATION=D+S UNIFORMLOAD
please provise a sketch of the beam and coss section. do part a and b. show...
Concrete design Problem #1: Design a rectangular beam section, i.e. select b, d, h, and the required area of tension steel, A, at mid-span for a 22 ft-span simply supported beam that support its own weight, a superimposed service dead load of 1.25 kip/ft, and a uniform service live load of 2 kip/ft. Start by assuming the self-weight of the beam W-410 lbs/ft, b-0.7d, and use fc4500 psi and fy-60, 000 psi Note: Provide a detailed sketch for the final...
Please show all the steps and write neatly. Do not skip any steps and write out any formula u used please. write neatly as well. Thank you Problem 2: (35 Points Design the reinforced concrete (normal weight concrete, NWC) beam AB shown in Fig. 2. The beam shown in Fig. 2 is the same beam as shown in Fig. 1. The beam is subjected to an uniformly distributed loading which can be calculated from Fig. (based on tributary area). In...
PART A Please show working out not just answer the question!! Help please Where a-1.04 Where s-1100 The tapered stiffened beam below is loaded by forces as shown. The beam is assumed to consist of stiffeners carrying only direct stress and shear panels carrying only shear stress. The values of a and S are taken from Question 0 (a) Calculate and sketch the stiffener axial loads and the panel shear flows. (30%) (b) Size the beam by determining stiffener areas...