{"id":7170,"date":"2024-04-15T02:40:40","date_gmt":"2024-04-15T02:40:40","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=7170"},"modified":"2024-04-15T02:40:40","modified_gmt":"2024-04-15T02:40:40","slug":"at-the-centre-line-of-a-pipe-flowing-under-pressure-where-the-velocity-gradient-is-zero-the-shear-stress-will-be-a-minimum-b-maximum-c-negative-value-d-could-be-any-value","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/at-the-centre-line-of-a-pipe-flowing-under-pressure-where-the-velocity-gradient-is-zero-the-shear-stress-will-be-a-minimum-b-maximum-c-negative-value-d-could-be-any-value\/","title":{"rendered":"At the centre line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be A. minimum B. maximum C. negative value D. could be any value"},"content":{"rendered":"<p>[amp_mcq option1=&#8221;minimum&#8221; option2=&#8221;maximum&#8221; option3=&#8221;negative value&#8221; option4=&#8221;could be any value&#8221; correct=&#8221;option1&#8243;]<!--more--><\/p>\n<p>The correct answer is A. minimum.<\/p>\n<p>The shear stress is the force per unit area acting parallel to the surface of a fluid. It is caused by the relative motion of the fluid particles. The shear stress is zero at the center line of a pipe flowing under pressure because there is no relative motion of the fluid particles at the center line.<\/p>\n<p>Option B is incorrect because the shear stress is minimum at the center line of a pipe flowing under pressure.<\/p>\n<p>Option C is incorrect because the shear stress cannot be a negative value.<\/p>\n<p>Option D is incorrect because the shear stress is not any value. It is a specific value that is determined by the fluid properties and the flow conditions.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[amp_mcq option1=&#8221;minimum&#8221; option2=&#8221;maximum&#8221; option3=&#8221;negative value&#8221; option4=&#8221;could be any value&#8221; correct=&#8221;option1&#8243;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[648],"tags":[],"class_list":["post-7170","post","type-post","status-publish","format-standard","hentry","category-hydraulics-and-fluid-mechanics","no-featured-image-padding"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v22.2 (Yoast SEO v23.3) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>At the centre line of a pipe flowing under pressure where the velocity gradient is zero, the shear stress will be A. minimum B. maximum C. negative 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