So, this distinction between locations we have concentrated loads versus those with UDL, but not taking the shear force at the support face, but at 0.5d from the support face as long as compression is available at the at the location where the shear force is being estimated.
तो, हमारे बीच के स्थानों के बीच यह अंतर  है, लेकिन हम समर्थन पर शियर  बल नहीं ले रहे  है, लेकिन 0.5d पर कम्प्रेशन  एट में उपलब्ध है|