Horizontal Reinforcing Bars<\/span><\/h4>\nThis time it's the crossbeam, but it's just like last time, lol.<\/p>\n
As mentioned last time, the crossbeam is 12 meters long.<\/p>\n
12 m \u00f7 5 m (length of rebar used) = 2 bars, with 2 m left over<\/span><\/strong><\/p>\nThere will be two places where the rebar overlaps.<\/p>\n
5 m + 5 m + 2 m = 12 m<\/span><\/strong><\/p>\nSince the overlap of the rebar is 0.52 m per location,<\/p>\n
0.52 m \u00d7 2 locations = 1.04 m<\/span><\/strong><\/p>\n2 pieces of rebar at 5 m each + 2 m + 1.04 m = 13.04 m<\/span><\/strong><\/p>\nSince Frame 300 uses four reinforcing bars on the top and bottom,<\/p>\n
13.04 m \u00d7 4 = 52.16 m per beam<\/strong><\/span><\/p>\nTotal Length \u00f7 Frame Spacing = Span<\/p>\n
18 m \u00f7 2 m = 9 spans<\/p>\n
9 spans + 1 = 10 beams (same number of intersections)<\/span><\/strong><\/p>\n10 beams \u00d7 52.16 m = 521.6 m<\/span><\/strong><\/p>\n <\/p>\n
521.6 m \u00d7 0.995 kg\/m (unit volume weight of D13 rebar) = 519 kg<\/span><\/strong><\/p>\n <\/p>\n
Vertical and horizontal rebar for the curved section =545 kg + 519 kg = 1,064 kg<\/span><\/strong><\/p>\nIf you're going by the number of items,1,064 \u00f7 5 m = 213 pieces<\/strong><\/span><\/p>\n <\/p>\n
An experienced worker would adjust according to the undulations of the slope,<\/p>\n
I think it should be fine to deliver the goods based on an approximate loss rate, but,<\/p>\n
For now, I'll place an order for this quantity.<\/p>\n
Considering the potential for loss, I think it\u2019s better to place two orders.<\/p>\n
<\/p>\n
See you later.<\/p>","protected":false},"excerpt":{"rendered":"
Hello, everyone. This is Enta. \u00a0 I finished the vertical beams for the formwork the other day. Calculating Formwork Materials (Part 1): Wire Mesh for Lath Calculating Formwork Materials (Part 2): Formwork Vertical Beams Horizontal Beams and Reinforcing Bars This time it\u2019s the horizontal beams, but it\u2019s pretty much the same as last time lol. Last time, the horizontal beams were 12 meters long\u2026<\/p>","protected":false},"author":2,"featured_media":2515,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"_bbp_topic_count":0,"_bbp_reply_count":0,"_bbp_total_topic_count":0,"_bbp_total_reply_count":0,"_bbp_voice_count":0,"_bbp_anonymous_reply_count":0,"_bbp_topic_count_hidden":0,"_bbp_reply_count_hidden":0,"_bbp_forum_subforum_count":0,"footnotes":"","jetpack_post_was_ever_published":false},"categories":[29,34],"tags":[58,60,61],"class_list":["post-2538","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-frame-spraying","category-slope-work","tag-58","tag-60","tag-61"],"acf":[],"yoast_head":"\n
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Cross-Beam Reinforcement - Shin-Ent's Slope Management School","description":"Example of calculating the quantity of rebar for a frame crossbeam. 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