Concrete Designers Manual Tables And Diagrams for the Design of Reinforced Con
Concrete Designers Manual Tables And Diagrams for the Design of Reinforced Con
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i6l2 1057 1105 22 1029 1077 1131 24 1045 1098 1157 26 ioi2 1062 1118 1183 28 1024 1078 1140 1209 30 1037 1095 1101 1234 156 TABLE 40 COLUMNS ROUND CORED HOOPED COLUMNS SAFE LOAD IN THOUSANDS OF POUNDS CHICAGO BUILDING CODE REQUIREMENTS , _ / length \ Max. [-T-. -) =12 \dianieteri 1:2:4 mixture n=15 f c = 500 Size of column (inches) Diam- eter of core (inches) Spirals Number of rods Size of vertical round rods Size No. (A. S. & W. Co. ) Pitc-h (inches) Per cent of core K H H 1 1^ IH 42 39 4/0 7/...0 2H 1H 0. 5 1. 29 | i 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 '76i 766 771 776 781 786 768 776 783 790 798 805 812 820 789 799 809 819 829 839 849 859 813 827 840 853 866 879 892 905 841 858 875 892 908 924 941 957 1052 1073 1093 1114 1134 1155 1175 1196 873 894 914 934 954 975 996 1016 1091 1117 1142 1167 1193 1218 1244 1269 1649 1065 1082 1098 1115 1131 :::: 1648 1061 1074 43 40 4/0 7/0 2H IK 0. 5 1. 25 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 803 808 813 818 823 805 813 820 827 835 842 849 857 826 836 846 856 866 876 886 896 851 864 877 890 903 916 929 942 879 895 911 928 944 961 978 995 1087 1107 1127 1147 1168 1188 1208 1228 909 930 950 970 991 1011 1032 1052 1124 1150 1175 1200 1225 1250 1275 1300 i096 1108 i085 1100 1116 1133 1148 1164 157 COLUMNS TABLE 41 mixture ROUND CORED HOOPED COLUMNS SAFE LOAD IN THOUSANDS OF POUNDS CHICAGO BUILDING CODE REQUIREMENTS P = Af c (l+2.
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To quickly assess the difficulty of the text, read a short excerpt:
i6l2 1057 1105 22 1029 1077 1131 24 1045 1098 1157 26 ioi2 1062 1118 1183 28 1024 1078 1140 1209 30 1037 1095 1101 1234 156 TABLE 40 COLUMNS ROUND CORED HOOPED COLUMNS SAFE LOAD IN THOUSANDS OF POUNDS CHICAGO BUILDING CODE REQUIREMENTS , _ / length \ Max. [-T-. -) =12 \dianieteri 1:2:4 mixture n=15 f c = 500 Size of column (inches) Diam- eter of core (inches) Spirals Number of rods Size of vertical round rods Size No. (A. S. & W. Co. ) Pitc-h (inches) Per cent of core K H H 1 1^ IH 42 39 4/0 7/...0 2H 1H 0. 5 1. 29 | i 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 '76i 766 771 776 781 786 768 776 783 790 798 805 812 820 789 799 809 819 829 839 849 859 813 827 840 853 866 879 892 905 841 858 875 892 908 924 941 957 1052 1073 1093 1114 1134 1155 1175 1196 873 894 914 934 954 975 996 1016 1091 1117 1142 1167 1193 1218 1244 1269 1649 1065 1082 1098 1115 1131 :::: 1648 1061 1074 43 40 4/0 7/0 2H IK 0. 5 1. 25 16 18 20 22 24 26 28 30 16 18 20 22 24 26 28 30 803 808 813 818 823 805 813 820 827 835 842 849 857 826 836 846 856 866 876 886 896 851 864 877 890 903 916 929 942 879 895 911 928 944 961 978 995 1087 1107 1127 1147 1168 1188 1208 1228 909 930 950 970 991 1011 1032 1052 1124 1150 1175 1200 1225 1250 1275 1300 i096 1108 i085 1100 1116 1133 1148 1164 157 COLUMNS TABLE 41 mixture ROUND CORED HOOPED COLUMNS SAFE LOAD IN THOUSANDS OF POUNDS CHICAGO BUILDING CODE REQUIREMENTS P = Af c (l+2.
What to read after Concrete Designers Manual Tables And Diagrams for the Design of Reinforced Con?
You can find similar books in the "Read Also" column, or choose other free books by Hool, George a to read onlineMoreLess
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