import React from 'react'; import transverseImg from '../../../assets/wind_normal_to_ridge.png'; import longitudinalImg from '../../../assets/wind_parallel_to_ridge.png'; export const MwfrsZoneDiagrams: React.FC = () => { return (
{/* Header */}
ASCE 7-98 & ASCE 7-10 (& later) - MWFRS wind pressure zones
{/* Content Grid */}
{/* Transverse Direction */}
Transverse Direction
Transverse Direction
{/* Longitudinal Direction */}
Longitudinal Direction
Longitudinal Direction
{/* Footer Note */}
NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram.
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.
ASCE 7-02 and ASCE 7-05 - MWFRS wind pressure zones
); };