Terima kasih fotonya pak pras. Ada hal yang ingin saya share dari foto-foto yang mungkin berguna buat kita. Saya melihat jenis mekanisme keruntuhan yang sama dari bangunan-bangunan itu.
1. Keruntuhan pada tiang terjadi di tengah tiang atau di pertemuan tiang-balok yang terjadinya diposisi tiang. Sebenarnya sewaktu saya kuliah dulu dan didalam building code, mekanisme keruntuhan itu harus terjadi di balok, sehingga kalau gempa bangunannya tidak rubuh. Kita menyebutnya "Strong Column Weak Beam". Tapi umumnya masyarakat kita tidak mau memdesain tiang itu cukup besar terhadap balok, karena memakan space. Dengan seringnya gempa sekarang ini, Kalo kita mau bangun rumah, tiangnya jangan terlalu tipis atau kecil dan sediakan penyaluran besi di pertemuan tiang- balok yang cukup panjang. 2. Tembok yang runtuh tidak terlihat adanya angkur ke tiang, sehingga kalau ada gempa bisa runtuh. Sebaiknya kalau mendirikan tembok dipasang angkur ke tiang setiap 0.5 m dengan panjang besi 80 cm. Sebisa mungkin kalo terjadi gempa, keluarlah secepatnya dari gedung atau rumah, karena mungkin rumah kita tidak di desain dengan baik. semoga berguna 'ali ________________________________ From: "Prasetyo, Hani" <hani.prase...@sc.com> To: obrolan-bandar@yahoogroups.com Sent: Thursday, October 1, 2009 4:28:25 PM Subject: [ob] Padang earthquake aftermath This email and any attachments are confidential and may also be privileged. If you are not the addressee, do not disclose, copy, circulate or in any other way use or rely on the information contained in this email or any attachments. If received in error, notify the sender immediately and delete this email and any attachments from your system. Emails cannot be guaranteed to be secure or error free as the message and any attachments could be intercepted, corrupted, lost, delayed, incomplete or amended. Standard Chartered PLC and its subsidiaries do not accept liability for damage caused by this email or any attachments and may monitor email traffic. Standard Chartered PLC is incorporated in England with limited liability under company number 966425 and has its registered office at 1 Aldermanbury Square, London, EC2V 7SB. Standard Chartered Bank ("SCB") is incorporated in England with limited liability by Royal Charter 1853, under reference ZC18. The Principal Office of SCB is situated in England at 1 Aldermanbury Square, London EC2V 7SB. In the United Kingdom, SCB is authorised and regulated by the Financial Services Authority under FSA register number 114276. If you are receiving this email from SCB outside the UK, please click http://www.standard chartered. com/global/ email_disclaimer .html to refer to the information on other jurisdictions. This email and any attachments are confidential and may also be privileged. If you are not the addressee, do not disclose, copy, circulate or in any other way use or rely on the information contained in this email or any attachments. If received in error, notify the sender immediately and delete this email and any attachments from your system. Emails cannot be guaranteed to be secure or error free as the message and any attachments could be intercepted, corrupted, lost, delayed, incomplete or amended. Standard Chartered PLC and its subsidiaries do not accept liability for damage caused by this email or any attachments and may monitor email traffic. Standard Chartered PLC is incorporated in England with limited liability under company number 966425 and has its registered office at 1 Aldermanbury Square, London, EC2V 7SB. Standard Chartered Bank ("SCB") is incorporated in England with limited liability by Royal Charter 1853, under reference ZC18. The Principal Office of SCB is situated in England at 1 Aldermanbury Square, London EC2V 7SB. In the United Kingdom, SCB is authorised and regulated by the Financial Services Authority under FSA register number 114276. If you are receiving this email from SCB outside the UK, please click http://www.standard chartered. com/global/ email_disclaimer .html to refer to the information on other jurisdictions.