import React from 'react'; import case1Img from '../../../assets/mwfrs_case_1.png'; import case2Img from '../../../assets/mwfrs_case_2.png'; import case3Img from '../../../assets/mwfrs_case_3.png'; import case4Img from '../../../assets/mwfrs_case_4.png'; export const MwfrsLowRiseCases: React.FC = () => { return (
Wind Load Cases
{/* Case 1 */}
Case 1 (or A)
CASE 1 (or A)
{/* Case 2 */}
Case 2 (or B)
CASE 2 (or B)
{/* Case 3 */}
Case 3 (TORSION)
CASE 3 (TORSION)
{/* Case 4 */}
Case 4 (TORSION)
CASE 4 (TORSION)
NOTE: Torsional loads are 25% of zones 1 - 6.
Exception: One story buildings h<30' and 1 to 2 story buildings framed with light-frame construction or with flexible diaphragms need not be designed for the torsional load case.
); };