{"id":6034,"date":"2024-04-15T02:22:53","date_gmt":"2024-04-15T02:22:53","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=6034"},"modified":"2024-04-15T02:22:53","modified_gmt":"2024-04-15T02:22:53","slug":"the-bracing-between-two-columns-of-a-steel-tank-will-be-designed-to-resist-a-horizontal-shear-due-to-wind-or-earthquake-only-b-horizontal-shear-due-to-wind-or-earthquake-2-5-of-column-loads-c-co","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/the-bracing-between-two-columns-of-a-steel-tank-will-be-designed-to-resist-a-horizontal-shear-due-to-wind-or-earthquake-only-b-horizontal-shear-due-to-wind-or-earthquake-2-5-of-column-loads-c-co\/","title":{"rendered":"The bracing between two columns of a steel tank will be designed to resist A. Horizontal shear due to wind or earthquake only B. Horizontal, shear due to wind or earthquake + 2.5% of column loads C. Column loads + 2.5% of horizontal shear due to wind or earthquake D. Column loads + full horizontal shear due to wind or earthquake"},"content":{"rendered":"<p>\r\n    <!-- Check if it's an AMP page -->\r\n            <!-- Non-AMP version -->\r\n        <div class=\"mcq-container\" data-quiz-id=\"quizState_6a99aee968bd9\">\r\n                                            <div class=\"option\" data-option-key=\"option1\" data-is-correct=\"false\">\r\n                    Horizontal shear due to wind or earthquake only                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option2\" data-is-correct=\"false\">\r\n                    Horizontal, shear due to wind or earthquake + 2.5% of column loads                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option3\" data-is-correct=\"false\">\r\n                    Column loads + 2.5% of horizontal shear due to wind or earthquake                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option4\" data-is-correct=\"true\">\r\n                    Column loads + full horizontal shear due to wind or earthquake                <\/div>\r\n                            \r\n            <!-- Feedback messages for non-AMP -->\r\n            <div class=\"feedback\" data-feedback=\"wrong\">Answer is Right!<\/div>\r\n            <div class=\"feedback\" data-feedback=\"right\">Answer is Wrong!<\/div>\r\n        <\/div>\r\n\r\n        <script>\r\n        document.addEventListener('DOMContentLoaded', function () {\r\n            var containers = document.querySelectorAll('.mcq-container');\r\n\r\n            containers.forEach(function(container) {\r\n                var options = container.querySelectorAll('.option');\r\n                var feedbackSelect = container.querySelector('[data-feedback=\"select\"]');\r\n                var feedbackWrong = container.querySelector('[data-feedback=\"wrong\"]');\r\n                var feedbackRight = container.querySelector('[data-feedback=\"right\"]');\r\n\r\n                options.forEach(function(option) {\r\n                    option.addEventListener('click', function() {\r\n                        var selectedOption = option.getAttribute('data-option-key');\r\n                        var isCorrect = option.getAttribute('data-is-correct') === 'true';\r\n\r\n                        \/\/ Remove previous selections\r\n                        options.forEach(function(opt) {\r\n                            opt.classList.remove('correct', 'incorrect');\r\n                        });\r\n\r\n                        \/\/ Add the correct\/incorrect class\r\n                        if (isCorrect) {\r\n                            option.classList.add('correct');\r\n                            feedbackRight.hidden = false;\r\n                            feedbackWrong.hidden = true;\r\n                        } else {\r\n                            option.classList.add('incorrect');\r\n                            feedbackRight.hidden = true;\r\n                            feedbackWrong.hidden = false;\r\n                        }\r\n\r\n                        \/\/ Hide select feedback\r\n                        feedbackSelect.hidden = true;\r\n                    });\r\n                });\r\n            });\r\n        });\r\n        <\/script>\r\n    \r\n    <!--more--><\/p>\n<p>The correct answer is: D. Column loads + full horizontal shear due to wind or earthquake.<\/p>\n<p>The bracing between two columns of a steel tank is designed to resist the horizontal shear due to wind or earthquake. The horizontal shear is the force that acts perpendicular to the length of the tank. The column loads are the vertical forces that act on the columns. The bracing must be designed to resist the sum of the horizontal shear and the column loads.<\/p>\n<p>Option A is incorrect because it only considers the horizontal shear due to wind or earthquake. Option B is incorrect because it only considers the column loads. Option C is incorrect because it considers the column loads and 2.5% of the horizontal shear due to wind or earthquake. This is not enough to resist the full force of the horizontal shear.<\/p>\n<p>Option D is the correct answer because it considers the column loads and the full horizontal shear <div class=\"youtube-subscribe-container\">\r\n        <a href=\"https:\/\/www.youtube.com\/channel\/UCNHT8lW-JmLC68rjBfZhdkg?sub_confirmation=1\" target=\"_blank\" class=\"youtube-subscribe-button\">\r\n            <span class=\"youtube-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 576 512\">\r\n                    <path d=\"M549.7 124.1c-6.3-23.7-24.8-42.3-48.3-48.6C458.8 64 288 64 288 64S117.2 64 74.6 75.5c-23.5 6.3-42 24.9-48.3 48.6-11.4 42.9-11.4 132.3-11.4 <div class=\"telegram-channel-container\">\r\n        <a href=\"https:\/\/t.me\/pscnotes2025\" target=\"_blank\" class=\"telegram-channel-button\">\r\n            <span class=\"telegram-icon\">\r\n                <svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 496 512\">\r\n                    <path fill=\"white\" d=\"M248,8C111,8,0,119,0,256s111,248,248,248s248-111,248-248S385,8,248,8z M362,177L320,367c-3,14-10,18-20,14l-56-41l-27,26 c-3,3-5,5-10,5l4-63L323,196c5-5-1-7-8-3l-98,62l-42-13c-9-3-10-9,2-14l162-63C351,160,365,164,362,177z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Join Our Telegram Channel\r\n        <\/a>\r\n    <\/div> 132.3s0 89.4 11.4 132.3c6.3 23.7 24.8 41.5 48.3 47.8C117.2 448 288 448 288 448s170.8 0 213.4-11.5c23.5-6.3 42-24.2 48.3-47.8 11.4-42.9 11.4-132.3 11.4-132.3s0-89.4-11.4-132.3zm-317.5 213.5V175.2l142.7 81.2-142.7 81.2z\"\/>\r\n                <\/svg>\r\n            <\/span>\r\n            Subscribe on YouTube\r\n        <\/a>\r\n    <\/div> due to wind or earthquake. This is the most conservative option and will ensure that the bracing is able to resist the full force of the horizontal shear.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Subscribe on YouTube<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[642],"tags":[],"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>The bracing between two columns of a steel tank will be designed to resist A. Horizontal shear due to wind or earthquake only B. Horizontal, shear due to wind or earthquake + 2.5% of column loads C. Column loads + 2.5% of horizontal shear due to wind or earthquake D. 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