JUMP TO FULL CODE CHAPTER
Structural
concrete shall be designed and constructed in accordance with the requirements of this chapter and ACI 318 as amended in
Section 1905 of this code. Except for the provisions of Sections
1904 and
1907, the design and construction of slabs on
grade shall not be governed by this chapter unless they transmit vertical
loads or lateral forces from other parts of the structure to the soil.
Related Code Sections
Structural concrete shall be designed and constructed in accordance with the requirements of this chapter and ACI 318 as amended in Section 1905 ...
Shotcrete is mortar or concrete that is pneumatically projected at high velocity onto a surface. Except as specified in this section, shotcrete shall conform to the requirements of this chapter for plain or reinforced concrete ...
of the wall. Construction joints in plain concrete walls, including walls required to have not less than No. 4 bars at 48 inches (1219 mm) on center by Sections R404.1.3.2 and R404.1.4.2, shall be located at points of lateral support, and a minimum of one No. 4 bar shall extend across the construction joint at a spacing not to exceed 24 inches (610 mm) on center. Construction joint reinforcement shall ...
Total lateral displacement expected for the design-basis earthquake, as specified by Section 12.8.6 of ASCE 7. DETAILED PLAIN CONCRETE STRUCTURAL WALL. A wall complying with the requirements of Chapter 14, including 14.6.2. ORDINARY PRECAST STRUCTURAL WALL. A precast wall complying with the requirements of Chapters 1 through 13, 15, 16 and 19 through 26. ORDINARY REINFORCED CONCRETE ...
Delete ACI 318, Section 14.1.4, and replace with the following: 14.1.4 ‒ Plain concrete in structures assigned to Seismic Design Category C, D, E or F. 14.1.4.1 ‒ Structures assigned to Seismic Design Category C, D, E or F shall not have elements of structural plain concrete, except as follows: (a) Structural plain concrete basement, foundation or other walls below the base as defined in ASCE 7 are permitted in detached one- and two-family dwellings three stories or less in height constructed with stud-bearing walls. In dwellings assigned to Seismic Design Category D or E, the height of the wall shall not exceed 8 feet (2438 mm), the thickness shall be not less than 7 1 / 2 inches (190 mm), and the wall shall retain no more than 4 feet (1219 mm) of unbalanced fill. Walls shall have reinforcement ...