{"id":5240,"date":"2017-12-06T08:00:17","date_gmt":"2017-12-05T23:00:17","guid":{"rendered":"https:\/\/norimen.net\/wordpress\/?p=5240"},"modified":"2026-05-15T20:21:49","modified_gmt":"2026-05-15T11:21:49","slug":"jelaskan-kesulitan-ketegangan-waktu","status":"publish","type":"post","link":"https:\/\/norimen.net\/id\/explain-difficulty-tension-time\/","title":{"rendered":"Menjelaskan Kesulitan dalam Menjelaskan | Tindakan Pihak Berwenang untuk Memperpendek Waktu Penahanan Beban"},"content":{"rendered":"

Halo semuanya.<\/p>\n

Ini Enta.<\/p>\n

Pada sistem pengencangan jangkar tanah, relaksasi dan creep menjadi stabil selama periode penahanan beban.<\/p>\n

Ketika waktu penahanan beban dipersingkat, pihak instansi pemerintah pun bertanya-tanya mengapa hal itu dilakukan.<\/p>\n

Hal itu tercantum dalam rencana darurat dan juga dalam standar pelaksanaan.<\/p>\n

Meski begitu, mereka tetap nggak bakal ngerti, w<\/p>\n

Gimana ya? w<\/p>\n

Mungkin ini karena penjelasanku kurang jelas, tapi memang sulit dijelaskan ya, hehe.<\/p>\n

Relaksasi<\/h4>\n

Fenomena di mana tegangan atau gaya tarik berkurang seiring berjalannya waktu ketika regangan tendon dipertahankan pada tingkat tertentu<\/strong><\/span><\/p>\n

Creep<\/h4>\n

Fenomena di mana, dalam kondisi di mana gaya tarik statis dan konstan bekerja pada tendon, perpanjangan tendon dan perpindahan tanah terjadi seiring berjalannya waktu<\/strong><\/span><\/p>\n

Bagaimana ya cara menyampaikan hal ini...<\/p>\n

Selain itu, saya telah menyertakan tabel perhitungan creep (diagram perpindahan) dalam laporan perhitungan, tetapi hal ini ternyata tidak tepat.<\/p>\n

Pasalnya, jika (pihak lawan) sendiri tidak mengetahuinya, maka tidak akan diketahui apa yang sedang dilakukannya maupun dokumen apa yang dimaksud.<\/p>\n

Kalau begitu, entah akan ditanyai habis-habisan, atau diabaikan begitu saja.<\/p>\n

Akhirnya aku ditanyai habis-habisan w (Ini memberi aku kesempatan untuk belajar lagi! Haha)<\/p>\n

Menghitung koefisien creep terhadap gaya jangkar desain, sebagaimana tercantum dalam Standar Desain dan Konstruksi Jangkar Tanah serta Penjelasannya, halaman 191<\/p>\n

Demikian tertulis di sana. Saya pun dengan teliti menghitung nilai creep pada beban maksimum di setiap tahap dan membuat grafiknya...<\/p>\n

Sebenarnya, cukup jika hanya pada beban maksimum saja.<\/p>\n

Sebaliknya, penjelasan seperti itu...<\/p>\n

\"\"<\/p>\n

Kesimpulannya, saya akan menghapus grafik ini dan mencoba menyerahkannya hanya dengan rumus saja, hehe.<\/p>\n

Memberikan penjelasan itu benar-benar sulit<\/span><\/strong><\/span>Begitulah. Lagipula, mengutip sumber-sumber seperti literatur akan membuat penjelasannya lebih mudah dipahami dan pihak lain pun akan lebih mudah menerimanya, namun,<\/p>\n

\"\"<\/p>\n

Terkadang, upaya untuk menyempurnakan dokumen atau membuatnya lebih mudah dipahami justru bisa berakibat sebaliknya.<\/p>\n

Kita juga perlu berhati-hati agar tidak membuat dokumen terlalu banyak.<\/p>\n

Meskipun kita mengira sudah mengerti, terkadang ada bagian yang terlupakan atau kita kerjakan hanya berdasarkan insting.<\/p>\n

Para teknisi perlu melakukan pemeriksaan agar sensasi semacam itu sesekali dapat selaras.<\/p>\n

Dengan cara seperti ini, ketika diberi masukan, saya bisa belajar banyak hal dan juga dapat memastikannya kembali.<\/p>\n

Saya masih kurang belajar.<\/p>\n

 <\/p>\n

Sampai jumpa lagi.<\/p>","protected":false},"excerpt":{"rendered":"

Halo semuanya. Ini Enta. Pada sistem jangkar tanah dengan metode tegangan, relaksasi dan creep telah stabil selama periode penahanan beban. Ketika periode penahanan beban dipersingkat, pihak dinas bertanya-tanya mengapa hal itu dilakukan. Hal ini tercantum dalam rencana tegangan dan juga dalam standar konstruksi. \u2026<\/p>","protected":false},"author":2,"featured_media":5245,"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":[38],"tags":[48,439,950,951,952,953],"class_list":["post-5240","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-construction-management","tag-48","tag-439","tag-950","tag-951","tag-952","tag-953"],"acf":[],"yoast_head":"\n\u8aac\u660e\u3059\u308b\u96e3\u3057\u3055\u3092\u8aac\u660e\u3059\u308b\uff5c\u8377\u91cd\u4fdd\u6301\u6642\u9593\u77ed\u7e2e\u306e\u5f79\u6240\u5bfe\u5fdc - 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