e y Design of Columns 406 Chap. 7 7.12 For each of the three column sections shown in Fig. P7.12, determi ine the axial load capacity Pu if the load is applied at an eccentricity of ex 8 in. 8#9 15&#...
Show Diagrams Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1 is adequate to carry a factored axial load Pu of 540 kips. Assume small eccentricity. Check the spiral. Use fc 4000 psi and fy -60,000 psi. 큠.φ @ 2 7-'8 bars 1cover Figure 2.1 Spiral Column Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1...