{"id":6033,"date":"2024-04-15T02:22:52","date_gmt":"2024-04-15T02:22:52","guid":{"rendered":"https:\/\/exam.pscnotes.com\/mcq\/?p=6033"},"modified":"2024-04-15T02:22:52","modified_gmt":"2024-04-15T02:22:52","slug":"lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b","status":"publish","type":"post","link":"https:\/\/exam.pscnotes.com\/mcq\/lacing-bars-in-a-steel-column-should-be-designed-to-resist-a-bending-moment-due-to-2-5-of-the-column-load-b-shear-force-due-to-2-5-of-the-column-load-c-2-5-of-the-column-load-d-both-a-and-b\/","title":{"rendered":"Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. Both (A) and (B)"},"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_6a99a221d342c\">\r\n                                            <div class=\"option\" data-option-key=\"option1\" data-is-correct=\"false\">\r\n                    Bending moment due to 2.5% of the column load                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option2\" data-is-correct=\"true\">\r\n                    Shear force due to 2.5% of the column load                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option3\" data-is-correct=\"false\">\r\n                    2.5% of the column load                <\/div>\r\n                                            <div class=\"option\" data-option-key=\"option4\" data-is-correct=\"false\">\r\n                    Both (A) and (B)                <\/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: <strong>Both (A) and (B)<\/strong>.<\/p>\n<p>Lacing bars are used in steel columns to provide lateral stability and to prevent buckling. They are typically placed at right angles to the longitudinal bars and are <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 42.9-11.4 132.3-11.4 132.3s0 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> connected to them by ties.<\/p>\n<p>The lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/p>\n<p>The lacing bars must also be designed to resist the buckling of the column. Buckling is a failure mode in which the column collapses due to lateral loads. The lacing bars help to prevent buckling by providing lateral support to the column.<\/p>\n<p>The following is a brief explanation of each option:<\/p>\n<ul>\n<li>Option A: Bending moment due to 2.5% of the column load. The lacing bars must be designed to resist the bending moment due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it.<\/li>\n<li>Option B: Shear force due to 2.5% of the column load. The lacing bars must be designed to resist the shear force due to the column load. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<li>Option C: 2.5% of the column load. The <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> lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<li>Option D: Both (A) and (B). The lacing bars must be designed to resist the bending moment and shear force due to the column load. The bending moment is caused by the weight of the column and any loads that are applied to it. The shear force is caused by the lateral loads that are applied to the column.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Join Our Telegram Channel 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>Lacing bars in a steel column should be designed to resist A. Bending moment due to 2.5% of the column load B. Shear force due to 2.5% of the column load C. 2.5% of the column load D. 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