div class=ts-pagebutton class=gotoPage data-page=1Page 1button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=1 data-page=1 class=ts-thumb lazyload alt=Page 1: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails1jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=2Page 2button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=2 data-page=2 class=ts-thumb lazyload alt=Page 2: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails2jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=3Page 3button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=3 data-page=3 class=ts-thumb lazyload alt=Page 3: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails3jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage 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loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails5jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=6Page 6button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=6 data-page=6 class=ts-thumb lazyload alt=Page 6: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails6jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=7Page 7button div class=ts-imageimg 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src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails8jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=9Page 9button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=9 data-page=9 class=ts-thumb lazyload alt=Page 9: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails9jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=10Page 10button div class=ts-imageimg 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src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails11jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=12Page 12button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=12 data-page=12 class=ts-thumb lazyload alt=Page 12: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails12jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=13Page 13button div class=ts-imageimg 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src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails14jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=15Page 15button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=15 data-page=15 class=ts-thumb lazyload alt=Page 15: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails15jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=16Page 16button div class=ts-imageimg 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src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails17jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=18Page 18button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=18 data-page=18 class=ts-thumb lazyload alt=Page 18: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails18jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=19Page 19button div class=ts-imageimg 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src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails20jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=21Page 21button div class=ts-imageimg data-url=bankdec-2013civil-11-12-a-b-a-part-b-a-5-x-16-80-marks-a-steelhtmlpage=21 data-page=21 class=ts-thumb lazyload alt=Page 21: BankDec 2013Civil11 12 a b a PART B — 5 x 16 = 80 marks A steel rod of cross-sectional area 2000 mm2 and two brass rods each cross-sectional area of 1200 mm2 together loading=lazy src=data:imagegifbase64iVBORw0KGgoAAAANSUhEUgAAAAIAAAACCAQAAADYv8WvAAAAD0lEQVR42mP8X8AwAgiABKBAv+vAXklAAAAAElFTkSuQmCC data-src=https:reader033vdocumentsusreader033viewer20220420225e7a74111fbb59459925576fhtml5thumbnails21jpg width=140 height=200 divdivdiv class=ts-pagebutton class=gotoPage data-page=22Page 22button div class=ts-imageimg 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