- Subject Engineering Structure Inspection Subject Inspection Appraisal And Reinforcement Of Engineering Structures Co 1 (66.51 KiB) Viewed 62 times
- Subject Engineering Structure Inspection Subject Inspection Appraisal And Reinforcement Of Engineering Structures Co 2 (181.04 KiB) Viewed 62 times
- Subject Engineering Structure Inspection Subject Inspection Appraisal And Reinforcement Of Engineering Structures Co 3 (14.99 KiB) Viewed 62 times
Subject: Engineering Structure Inspection SUBJECT: Inspection, Appraisal, and Reinforcement of Engineering Structures CONTENT: Annalise the structure below and design the reinforcement. 500 4500 L=10kN/m L=20kN/m D=10kN/m L=15kN/m D=10kN/m 500 9000 4500 L=10kN/m L-25kN/m D=10kN/m L=20kN/m D=10kN/m Fig. 1 Crack picture and loading conditions 500
8.950 6.250 3.550 0214 000 PA 2712 Ⓒ0020 ⓇⓇ2714 000 (23) ⒸOOL 250 8-8 DOLLA 1-1 (2-2) 27100) 2914 (12) 5-56-6) 2710 15 2718 1006 +005 OO 12) (26) 12 4 2 PROLO 272714 1 7 ## GO 13 3250 2 760200 sl DE 3250 188200 16 5g 2716 9 3 250 9-9 (11-11) 3-3 (4-4) 1720 19 (21) 2718 3911 2110€ 12 (13) 1391 18 (18) 39 E 562 9 Frist class Frame 3 [Lase 31 23 I 13 @ 00 3250 7601230 16 Ⓡ 14 Go 3250 G 7800200 1: 50 L 22714 121 12 11 1550 2 18 5 7 10-10 2118 2716 17 121618 29 760400 762400 27 274 (29) (28) 250 12-12 13-13 30 I 250 7-7 1714 2716 1714 2114 20 2716 (17) 1714 18 2718 (15) 2718 13 1716 1 Number Reinforcement Diagram Ⓒ Ⓒ O Ⓒ ส (9) õ O O O 0 Q (10) (11) (12) Total Weight (1) al (14) L (15) L (77) (18) (19) (20) L X (21) 31 2 (22) X (24) 2 (25) (26) (27) (28) (29 Tela ght Column Reinforcement Schedule Rainforcement = 440 Concrete 4400 4400 (KG) VAN Savy XAD 6700 4700 6700 4700 2170 58கர் 6850 6940 2929 3530 3530 4270 6940 1620 6360 200 3170 200 Specifi cations 76 78 712 716 2170 2170 13 2170 J 7:14 5 Total Weight 714 28 78 P 19 ME 214 *M 16 M Am 246 1 714 Beam Reinforcement Schedule Number Rainforcement Diagram Specific Length Number Weight 716 220 716 31% 214 1 720 - 78 9 Lenght Number, nght of pieces Weight 8 4400 4400 16 16 1940 200 718 7540 414 718 7400 2 716 7400 1 23 ww $500 446 3600 400 www 5.800 700 www Fig. 2 Original Steel Bar Scheme(C30 Concrete, HRB400 Steel Bar) 2510 ET 2540 716 2080 D 720 1330 1660 6510 2360 2340 20 2320 2540 3530 353% 3530 - 4570 TRGO . = į M L 1440 3170 1410 276 714 716 718 720 Total Weight Summary of main materials 4 2 8 = - 2 36 30 B 30 14 85 152 153 221 45 19 29 45 * 1.825 340 16 820 232 12 89 25 686 30 53 - 60 11 19 S = 3 - 23 23 31 9 *
REQUIREMENT: 1. Analyze the loading capacity of the structure and explain the crack. 2. Design the reinforcement of the structure to fulfill the loading conditions.